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                    <text>1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Nuclear Model Calculations on the Excitation Functions of Some
Radionuclides Produced by Proton Cyclotron
Abdullah Kaplan
Süleyman Demirel University, Faculty of Arts and Sciences,
Physics Department,Isparta,TURKEY
kaplan@fef.sdu.edu.tr
Halim Büyükuslu
Süleyman Demirel University, Faculty of Arts and Sciences,
Physics Department,Isparta,TURKEY
halimbuyukuslu@gmail.com
Gülçin Sağlam
Süleyman Demirel University, Faculty of Arts and Sciences,
Physics Department,Isparta,TURKEY
gulcin_saglam @hotmail.com
Abstract: By using the intermediate energetic proton induced reactions, we can produce
radionuclides and these radionuclides can be used in medicine and industry. In the last
decade, a big success has been provided usage of radionuclides. Nuclear reaction
calculations which are based on standard nuclear reaction models can be helpful for
determining the accuracy of various parameters of nuclear models and experimental
measurements. In this study, production routes of medical isotopes used for diagnostic or a
therapeutic radionuclide such as 225Ac, 140Nd, 43Sc and 44Ti were investigated in a range of
10–50 MeV incident proton energy. The excitation functions for (p,2n) reactions were
calculated by equilibrium and pre-equilibrium reaction mechanisms. The pre-equilibrium
calculations were calculated by using hybrid, geometry dependent hybrid and cascade
exciton model. The reaction equilibrium component was calculated with a traditional
compound nucleus model developed by Weisskopf-Ewing. Calculation results have been
also compared with the available measurements in literature.

1. Introduction
Nuclear reactions induced by incident intermediate and high energetic protons are very important
because of wide range technical applications. Especially,the radioisotopes obtained from using charged particles
play an important role in medical applications (Aydın et al. 2008; Beyer 2006; Qaim 2002; Qaim 2001). A
medical radioisotope can be classified as a diagnostic or a therapeutic radionuclide, depending on its decay
properties. These radionuclides are used in diagnostic studies via emission tomography, i.e. Positron Emission
Tomography (PET) and Single Photon Emission Computed Tomography (SPECT), and in endoradiotheraphy
(internaltherapy with radio nuclides) (Qaim 2001; Wolf &amp; Jones 1983).
Nowadays, by using cyclotrons and nuclear reactors can be produced a lot of radioisotopes (Beyer
2006). A cyclotron can accelerate alpha particles to 28-30 MeV and also it can principally accelerate proton
particles to energies higher than 30 MeV. Consequently, higher reaction processes such as (p,4n) or generally
(p,xn) or even (p,xn,yp) processes are possible (x = 1,2,3…. and y = 1,2,3,…). Such a multipurpose cyclotron
with the option of high particle beam intensity and well developed tools for beam diagnosis and a certain
variation of particle beam energy is an universal instrument supporting commercial isotope production and
Research and Development (R&amp;D) in the field of medical isotope application for diagnosis and therapy.
Especially (R&amp;D) needed for development of alternative technologies producing carrier-free radioisotope
preparations fortherapy.
Recently, many evaluated excitation functions of commonly used production reactions can be found in
the literature (Broeders &amp; Konobeyev 2007; Sohn &amp; Mattes 1992; Broeders et al. 2006; Gul 2001). Nuclear
reaction calculations which are based on standard nuclear reaction models can be helpful for determining the
accuracy of various parameters of nuclear models and experimental measurements. In this study, the new
calculations on the excitation functions of 226 Ra(p,2n)225 Ac,141 Pr(p,2n)140 Nd, 44 Ca(p,2n)43 Sc and 45 Sc(p,2n)44 Ti
reactions have been carried out up to 50 MeV incident proton energy. In these calculations,the pre-equilibrium
and equilibrium effects have been investigated. The pre-equilibrium calculationsinvolvethe geometry dependent
172

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

hybrid model, hybrid model and the cascade exciton model. Equilibrium effect has been calculated according to
the Weisskopf–Ewing model.The calculated results have been compared with the experimental data taken from
the literature.

2. Calculation Methods and Parameters Used in Nuclear Reaction Models
The Cascade-Exciton Model (CE M) assumes that the nuclear reactions proceed through three stages:
INC, pre-equilibrium and equilibrium (or compound nucleus). Generally,thesethree components may contribute
to any experimentally measured quantity in particular, for the inclusive particle spectrum (Gudima et al. 1983;
Barashenkov &amp; Toneev 1972; Barashenkov et al. 1969), we have

σ ( p ) dp = σ in  N cas ( p ) + N prq ( p ) + N eq ( p )  dp,
cas

prq

(1)

eq

where p is a linear momentum, N , N and N are the cascade , the pre-equilibrium and the equilibrium
components,respectively. The inelastic cross section σ in is nottaken from the experimental data orindependent
optical model calculations, but it is calculated within the cascade model itself. Hence the CE M predicts the
absolute values for calculated characteristics and does notrequire any additional data or special normalization of
itsresults.
The INC calculations results indicated that the exciton model gave only a prescription for calculating
the shape of the pre-equilibrium spectrum and the exciton model deficiency resulted from a failure to properly
reproduce enhanced emission from the nuclear surface (Harp &amp; Miller 1971; Feshbach et al. 1980; Tamura et al.
1982).In orderto provide a first order correction forthis deficiency the hybrid model was reformulated by Blann
(Blann 1971; Blann 1975; Blann &amp; Bisplinghoff 1982; Blann et al. 1976). This model, known as geometry
dependent hybrid model (GDH) has been developed considered as density distribution of nuclei by Blann and
Vonach (Blann &amp; Vonach 1983).
Inthe density dependent version,the GDH takesinto accountthe density distribution ofthe nucleus (Blann
et al. 1976; Blann &amp; Vonach 1983). This means a longer mean free path atthe surface of the nucleus because of
a lower density,and a limitto the depth ofthe holes below the Fermi energy. The differentialemission spectrum
is given in the GDH as
∞
dσ υ (ε )
(2)
= π D 2 ∑ ( 2 l + 1) Tl Pυ (l, ε ) ,
dε
l =0
where D isthe reduced de Broglie wavelength ofthe projectile and Tl representsthe transmission coefficient

forthe lth partial wave. Pυ (l, ε ) is number of particles ofthe type ν (neutrons and protons) emitted into the

unbound continuum with channel energy between ε and ε + dε forthe lth partial wave. The GD H model is
made according to incoming orbital angular momentum l in order to account for the effects of the nucleardensity distribution. This leads to increased emission from the surface region of the nucleus, and thus to
increased emission of high-energetic particles.In this way the diffuse surface properties sampled by the higher
impact parameters were crudelyincorporated into the pre-compound decay formalism in the GDH.

3. Results and discussion
In the calculations ofthe hybrid and GDH model,the code as ALICE/ASH was used. The ALICE/ASH
code is an advanced and modified version ofthe ALICE codes (Broeders et al.2006). The generalized superfluid
(Ignatyuk et al. 1979) has been applied for nuclear level density calculations in the ALICE/ASH code. The
ALICE-91 (Blann 1991) and ALICE/ASH codes use the initialexciton number as no =3. But inthese modelsthe
different neutron (n) and proton (p) exciton numbers are used inthe pre-equilibrium GDH model calculations.In
details, the other code model parameters can be found in Ref. (Broeders et al. 2006). In the present work,
Cascade Exciton Model (CE M) calculations have been made by using CE M95 (Mashnik 1995)
(extended version of the previous version named CE M92M (Gudima et al. 1983; Mashnik &amp; Toneev 1974)
computer code with the level density parameter by using the systematic of Iljinov et al.(Iljinov et al. 1992). In
details,the other code model parameters can be found in Ref.(Mashnik 1995; Mashnik &amp; Toneev 1974).
Although there are some discrepancies between the calculations and the experimental data,in generally, hybrid
and GDH model calculations (with ALICE/ASH) are in best agreement with the experimental data above 10
MeV incident proton energies in Figs. 1-3 except for Fig. 4. While the Weisskopf-Ewing model (equilibriumALICE/ASH) calculations are only in agreement with the measurements up to 15-30 MeV energy regions (in
173

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Figs.1,2),the cascade exciton model calculations and hybrid model calculations are in good harmony with the
experimental data above 10 MeV incident proton energies except for Figs.1,3. As a result, the production of
225
Ac, 140 Nd, 43 Sc and 44 Ti radionuclides can be employed ata medium-sized cyclotron.
1000

Cross Section (mb)

100

10

1

226

Ra (p,2n) 225Ac
C.Apostolidis et al, 2005
Equilibrium (ALICE/ASH)
Hybrid Model (ALICE/ASH)
GDH Model (ALICE/ASH)
Cascade Exciton Model

0.1
5

10

15
20
Proton Energy (MeV)

25

30

Fig. 1. The comparison of calculated excitation function of 226 Ra(p,2n)225 Ac reaction with the values reported in
Ref.(EXFOR/CSISRS 2007).
10000

Cross Section (mb)

1000

100

141

Pr (p,2n) 140Nd
K.Hilgers et al., 2005
Equilibrium (ALICE/ASH)
Hybrid Model (ALICE/ASH)
GDH Model (ALICE/ASH)
Cascade Exciton Model

10

1
0

10

20
30
Proton Energy (MeV)
141

40
140

50

Fig. 2. The comparison of calculated excitation function of Pr(p,2n) Nd reaction with the values reported in
Ref.(EXFOR/CSISRS 2007).
174

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

1000

Cross Section (mb)

100

44

Ca (p,2n) 43Sc
V.N.Levkovskij, 1991
Equilibrium (ALICE/ASH)
Hybrid Model (ALICE/ASH)
GDH Model (ALICE/ASH)
Cascade Exciton Model

10

1
12

16

20
24
Proton Energy (MeV)

28

32

Fig. 3. The comparison of calculated excitation function of 44 Ca(p,2n)43 Sc reaction with the values reported in
Ref.(EXFOR/CSISRS 2007).
1000

Cross Section (mb)

100

45

Sc (p,2n) 44Ti
V.N.Levkovskij, 1991
Equilibrium (ALICE/ASH)
Hybrid Model (ALICE/ASH)
GDH Model (ALICE/ASH)
Cascade Exciton Model

10

1
12

16

20
24
Proton Energy (MeV)

28

32

Fig. 4. The comparison of calculated excitation function of 45 Sc(p,2n)44 Ti reaction with the values reported in
Ref.(EXFOR/CSISRS 2007).
175

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

References
Aydın, E.G., Tel, E., Kaplan, A., Aydın, A. (2008). New calculations of excitation functions of some positron emitting and
single photon emitting radioisotopes. Kerntechnik, 73 (4), 184-189.
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1968; Acta Physica Polonica, 36, p. 415.
Barashenkov, V.S. &amp; Toneev, V.D. (1972). Interaction of High Energy Particle and Nuclei with Atomic Nuclei, Atomizdat,
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Beyer, G.J. (2006). The potential of accelerators, XXXV European Cyclotron Progress Meeting, Nice (France) November 1–
4, 2006.
Blann, M. (1971). Hybrid Model for pre-equilibrium decay in nuclear reactions. Physics Review Letters 27, 337-340.
Blann, M. (1975). Preequilibrium Decay. Annual Review of Nuclear and Particle Science 25, 123-166.
Blann, M., Mignerey A., &amp; Scobel, W. (1976). Nukleonika 21, 335.
Blann, M., &amp; Bisplinghoff, J. (1982). Livermore Lawrance Laboratory, UCID-19614.
Blann, M., &amp; Vonach, H.K. (1983). Global test of modified pre-compound decay models. Physical Review C 28, 1475-1492.
Blann, M. (1991). Code ALICE-91, PSR-146, Statistical Model Code System with Fission Competition, OAK RIDGE
NATIONAL LABORATORY, RSICC PERIPHERAL SHIELDING ROUTINE COLLECTION, Lawrence Livermore
National Laboratory, Livermore, California and IAEA.
Broeders, C.H.M., Konobeyev, A.Yu., Korovin,Yu.A., Lunev,V.P., &amp; Blann, M. (2006). ALICE/ASH—pre-compound and
evaporation model code system for calculation of excitation functions, energy and angular distributions of emitted particles in
nuclear reactions at intermediate energies, FZK 7183, May 2006,
http://bibliothek.fzk.de/zb/berichte/FZKA7183.pdf.
Broeders, C.H.M., &amp; Konobeyev, A.Yu. (2007). Systematics of (p,α) (p,nα), and (p,np) reaction cross-sections. Applied
Radiation and Isotopes, 65 (11), 1249-1264.
EXFOR/CSISRS (Experimental Nuclear Reaction Data File). (2007). Database Version of December 19, 2007, Brookhaven
National Laboratory, National Nuclear Data Center, (http://www.nndc.bnl.gov/exfor/exfor00.htm)
Feshbach, H., Kerman, A., &amp; Koonin, S. (1980). The Statistical Theory of Multi-Step Compound and Direct Reactions.
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Gudima, K.K., Mashnik, S.G., &amp; Toneev, V.D. (1983). Cascade-exciton model of nuclear reactions. Nuclear Physics A, 401,
329-361.
Gul, K. (2001). Calculations for the excitation functions of 3–26 MeV proton reactions on
Radiation and Isotopes, 54, 311-318.

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Zn,

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Zn and

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Zn. Applied

Harp, G.D., &amp; Miller, J.M. (1971). Precompound Decay from a Time-Dependent Point of View. Physical Review C 3, 18471855.
Ignatyuk, A.V., Istekov, K.K., &amp; Smirenkin, G.N. (1979) Yadernaya Fizika 29, 875-883 [(1979). Soviet Journal of Nuclear
Physics. 29, 450-454].
Iljinov, A.S., Mebel, M.V., Bianchi, N. et al. (1992). Phenomenological statistical analysis of level densities, decay widths
and lifetimes of excited nuclei. Nuclear Physics A, 543, 517-557.
Mashnik, S.G., &amp; Toneev, V.D. (1974). Modex-The Program for Calculation of the Energy Spectra of Particles Emitted in
the Reactions of Pre-Equilibrium and Equilibrium Statistical Decays, Communications of the Joint Institute for Nuclear
Research, P4-8417, Dubna.
Mashnik, S.G. (1995). User Manual for the Code CEM95, Joint Institute for Nuclear Research, Dubna, Moskow Region.
Qaim, S.M. (2001). Nuclear data relevant to the production and application of diagnostic radionuclides, Radiochimica Acta,
89, p. 223.

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Qaim, S.M. (2002). Nuclear data for production of new medical radionuclides. Journal of Nuclear Science and Technology
(Japan), (Suppl. 2), 1272-1277.
Sohn, A., &amp; Mattes, M. (1992). Pre-equilibrium emission in differential cross-sections calculations. Kerntechnik, 57 (4), 237242.
Tamura, T., Udagawa, T., &amp; Lenske, H. (1982). Multistep direct reaction analysis of continuum spectra in reactions induced
by light ions. Physical Review C 26, 379-404.
Wolf, A.P., &amp; Jones, W. B. (1983). Cyclotrons for biomedical radioisotope production. Radiochimica Acta, 34, 1-7.

177

�</text>
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                <text>Nuclear Model Calculations on the Excitation Functions of Some  Radionuclides Produced by Proton Cyclotron</text>
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Büyükuslu, Halim
Sağlam, Gülçin</text>
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                <text>By using the intermediate energetic proton induced reactions, we can produce  radionuclides and these radionuclides can be used in medicine and industry. In the last  decade, a big success has been provided usage of radionuclides. Nuclear reaction  calculations which are based on standard nuclear reaction models can be helpful for  determining the accuracy of various parameters of nuclear models and experimental  measurements. In this study, production routes of medical isotopes used for diagnostic or a  therapeutic radionuclide such as 225Ac, 140Nd, 43Sc and 44Ti were investigated in a range of  10–50 MeV incident proton energy. The excitation functions for (p,2n) reactions were  calculated by equilibrium and pre-equilibrium reaction mechanisms. The pre-equilibrium  calculations were calculated by using hybrid, geometry dependent hybrid and cascade  exciton model. The reaction equilibrium component was calculated with a traditional  compound nucleus model developed by Weisskopf-Ewing. Calculation results have been  also compared with the available measurements in literature.</text>
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                    <text>The Capacity of the Evaluation of Linguistic Abilities of FLE Examinations
Applied in Turkey by OSYM
Şeref Kara
Uludag University, Bursa/Turkey
serefk@uludag.edu.tr
Melih Karakuzu
Atatürk University, Erzurum/Turkey
karakuzu@atauni.edu.tr

Abstract : Since the ultimate object of the assessment and the evaluation in foreign language is the
communication competence, it remains custom to determine the parameters and the performance
criteria of the foreign language users. However, the multiple choice items used in Turkey generally do
not allow us to measure different types of learners such as oral communication. It is limited only to
the measurement of mental processes such as knowledge comprehension and application. En the
contrary, the multiple choice items are still mostly preferred. Within the framework of this research,
our aim is to analyze the multiple choice tests prepared and applied in Turkey by the OSYM in
various examinations such as the OSS, the KPDS and the UDS.

Key words: evaluation, competence, communication, test, validity.

1. Introduction
The evaluation means certain number of various things in various contexts. Sometimes, as teachers, we
evaluate our classes as spaces of study and as in teaching; other times, we evaluate the tests or written work that our
learners produce.
By many theories of language evaluation the institutional character of the evaluation means is taken into
account rather than the learners needs. It is well known that evaluation is an extremely complex field where there are
various human and teaching variables. The evaluation helps an educational system to provide the data which is
needed to renew itself. So what to evaluate: knowledge or competence? Which type of evaluation use:
formative/sommative, directe/indirecte? How to evaluate: questions/responses, free expression/expression, open
questionnaire/questionnaire with multiple choices? It should be noted that it is very difficult to be able to find a real
answer miracle, because each teaching method privileges such or such type of evaluation with a precise aim.
However, it is not impossible to set up referents to recognize the learners acquisitions according to equivalences of
levels.
The convergent validity with existing tests should not be significant. According to Morrow (1979), it is
significant to consider 1) the validity of the contents (items of which the test made up constitute a representative
sample for a linguistic capacity?), 2) validity of the psycholinguistic concepts (does the test reflect with precision the
principles of a valid theory of a foreign language learners?) and 3) predictive validity (can one determine by the
result of the test foreseeable success in a given discipline). False objectivity will not be determining any more, even
if, in certain situations it is advantageous to have formats of possible tests corrected by using a machine. Gary Buck
(2001) is among the most known specialists for construction and the evaluation in tests in written comprehension. He
quotes Bachman and Palmer (1996) by saying that the most significant characteristic of a test is its utility. According
to their definition, this concept includes the following features: validity of psycholinguistic concepts, interactivity,
authenticity, reliability, practice and impact. Buck adds the effectiveness to it. To build a test and to evaluate it, it is
necessary to start firstly by defining the "pattern" or psycholinguistic concept: aptitudes and the capacities on which
must carry the test and what it must measure.
In the curricular area of the languages, particularly in programs of FLE, there are many proposals on the
way of applying evaluations to the activities of class and the evaluation of program.
The teachers and learners can objectively look at their work and their execution during the course. In the
second place, they can understand the progression of the course and its relation with the goals of the program more
thoroughly. Thirdly, the teachers and learners can benefit from the evaluation to modify their teaching or study

155

�strategies whilst improving their achievements. By taking part in the continuing programme of evaluation, teachers
and learners become more implied in the program. In short, the project of evaluation can help to create a good
relationship between the teachers and learners.
Continual evaluation is a systematic and reflective process to measure the program. With the difference in
other evaluations, this approach comprises only teachers it and learners. One can regard it as a process of auto
evaluation.

2. Scales of levels
In this study, we will present the principal tests, certifications and scales of levels used in foreign language
(LT) in Turkey. There are three types of tests in FLT prepared and applied by the OSYM which is the OSS, the
KPDS and the UDS.
Intended to choose candidates and historically to place them in the sections of FLE of the universities
according to the points obtained and the preferences, oldest of these test is that of the OSS which is more than 20
years old. The OSS is a test of French language, conceived and created to evaluate the people of an intermediate
level. It validates about 250 hours of formation. One can qualify it like a diagnostic test which has a paramount
objective to classify and to select the participants. The second, KPDS has existed for 12 years. The third, most
recent, the UDS is addressed to those who want to make academic studies after the diploma of licence at the end of 5
years.
The test of the KPDS follows the same format as the test of the OSS and measurement mainly knowledge in
general language It covers subjects accessible to the candidates concerned. It should be noted that the idea of the
creation of the KPDS comes from the request of the official institutions for the living languages.
The KPDS and the OSS consist of multiple choice questions which last 3 hours, divided into six sections
from 20 to 15 questions each one. The three hours of the test prove indeed often long and discouraging. It is
presented in the form of a multiple-choice questionnaire, comprising 100 questions for which only one answer is
possible among the 5 choices suggested. The questions are conceived according to a principle of progressive
difficulty. But the test of the UDS is composed of 80 questions for which 3 hours also allocated
Though reliable the KPDS is not a reference recognized on an international scale. The total objective is thus
well targeted: linguistic abilities in writing.
The certificate given to each candidate indicates a total score spreading out between 0 and 100. But the
disadvantage is that none of these three tests provides detailed certificate of linguistic competences in grammar,
vocabulary, or written comprehension in order to accompany progress and to personalize the teaching course.
As we announced above the obligatory tests appear as a multiple-choice questionnaire of 100 questions, for
a fine evaluation of linguistic competences.
The first part of the tests treats the words of the lexicon: (comprehension of the words according to their
usual or rare character); of morphosyntaxe: (the agreement of the adjectives, the substantives, the past participle,
simplest); elements of the nominal group: (determinants, adjectives, possessive phrases), the pronouns in general,
relate to the relative ones (differences who/which); the most current times; adverbs of time, place, the prepositions;
of syntax: construction negative, interrogative, the simple sentence.
In 2003, there were 100 questions with multiple choices as in the preceding tests. The tests, built by the
commission of the OSS, were distributed to the schools with the optical cards of answers and then they were sent to
the OSYM in Ankara for the final evaluation. The answers of the participants are corrected and recorded on
computers and the results of all the participants are announced on the Internet.
Then the test of the KPDS which aims to evaluate candidates the linguistic level in foreign language in an
occupational context is intended to the civil servants, to professionals who would like to know their linguistic level,
to companies who would like to determine French level of their current or future employees, it is also intended to
organizations of formation for the installation of homogeneous groups or continuous or final evaluation. At the end
of the test candidate obtains a certificate of level. The texts of questionnaire relate to the social sciences, economic
and legal, mathematical sciences and sciences of the matter, life sciences.
These tests are a measuring instrument of general knowledge in French. They make it possible to get a
detailed vision of the learner or employees level in writing and operation of the language. But oral competence is not
evaluated.
As KPDS is the validation of knowledge, the certificate is valid only for 5 years, knowledge being able to
undergo positive or negative changes. In fact tests give little information would enable us to comprehend the
candidate’s difficulties. The opinions and interpretations must be changed, and their exchange and evaluation are an
essential part of the interactive training, comprising the development of the language, the cultural conscience and the

156

�increase of learners in general terms of education. Because very often there is not only one correct answer to a
question.
While preparing this work we were relied on our experiments as well as well as on testimonies of the
participants of various levels at the exit of the examination rooms. Although a large audience is concerned with these
tests, unfortunately we did not find a serious study which relates to them. Normally a tool for evaluation in FLE must
measure all the linguistic abilities. But unfortunately the tests of languages of the OSYM completely neglect the oral
competence which is of primary importance for the linguistic communication. Within the framework of this work our
objective is to highlight some axes which could help the decision makers and the inspectors to change their policy
and their approach simply by taking account the communicative function of the language. Rather than to analyze and
highlight the gaps or the weaknesses of these tests about which we spoke here, let us try to propose some ways for
their future improvement.

3. Stages in the evaluation
The teacher and learners should carry out continuous evaluations periodically. First continuous evaluation
can be carried out in the first week.
In a language program, there are many factors which must be considered and studied in order to obtain an
objective sight of the process of teaching (Braskamp and others, 1984). These factors can be classified in four
categories.

4. Gathering of the data
Manners of gathering data are changed. In our own practice, we employed questionnaires of the tests of the
OSYM.

5. Feedback and advantages
The continuous evaluations should not ever be means of sanction for the teacher or learner. They should
rather help the two parts in their practices. The teachers and learners them should adopt positive attitudes and
concentrate on the achievement of the objectives of the texts, but they can also get information about the models of
study and the strategies of learners. In addition, learners find out about teaching style of the teacher and can
understand why certain methods are employed. By mutual observations and the exchange of the ideas learners and
teachers help each other to improve the learning. Learners can also profit from different studying strategies and the
teachers will be able to see learner models and can adjust their methods to satisfy learner needs.
A continuous evaluation is a systematic examination of a language program. By changing the roles of
teacher and learner in a program, teaching and the study can be improved. The process should include teachers and
learners and various kinds of activities at the various stages of the evaluation. The evaluation also benefits the
teacher who becomes a researcher.
All the methods of evaluation have some disadvantages, and it is essential to determine which MCQ can
play an essential role in the strategy of total evaluation by examining the results of the study envisaged by module.
However it should be remembered that any form of valid evaluation is likely to require learner to show a
certain form of the basic knowledge which is acquired by memorisation. The questions based on basic knowledge are
also a formative evaluation tool to check if learner has comprehended it. The preparation of MCQ which tests the
knowledge in depth of the learner is more difficult to realize than traditional questions.

6. Comprehension and the application
It is necessary to formulate as clear and concise questions as possible, while avoiding the complex language
and the composition of the axes which give more than one indication. It is better also to concentrate on common
errors of learner like sectors for questions and/or options. One must accept both answers as correct if two of the
choices are possible. But if necessary, if the question requires it, it should be specified that there is only one correct
answer.
How can one provide effective feedback for the MCQ? The assistance of feedback can be desirable in the
sommative and essential evaluation in the formative evaluation. Contrary to the traditional evaluations where
feedback depends on various answers, the closed range of response for MCQ means that the tutors know the possible

157

�errors which can be made before the test. Thus the proposal of a MCQ is an excellent chance for the tutor to get
focused generic feedback. This can be in the form of oral test of the answers following a written test or feedback on
the questions, where learners can identify their errors by themselves. The effective feedback does not indicate simply
to learners where they were mistaken but also gives the reasons as to why.

7. Useful indicators for feedback:
In the best of the cases, it is to better to write feedback while writing the questions. The principal strengths
and the weaknesses of the multiple choice questions are as follows: they examine a wide range of subjects in little
time. The evaluation is not affected by a capacity of writing or orthography of learner. They can be surely pointed
while all the answers are predetermined. They can also quickly be marked by computer. The inscription on computer
gives the easy access to an analysis of article of the questions in the specific problematic fields for learners. A large
bank of the questions which reduces the future preparation time can be made up. They can be employed for the fast
revision at the beginning or the end of a class and to be marked by learners.

8. Conclusion
One of the advantages of MCQ is the documentation of the statistics on the tests which are easily accessible,
especially if these tests are marked by a computer. Multiple choices questions can be employed to examine the
comprehension of a reading passage. Inscription of the MCQ, as mentioned above, is often difficult. As for true/false
items, they should not directly quote the words of the passage and they should reflect a certain possible ambiguity of
the text. None of the possible answers should stand out for example in comparison, having one longer or shorter than
the others. None of the possible answers should be the opposite of correct answers. (as that states that usually one of
the opposites is the correct answers). The distracters should not have similar meaning, since they can not both be
correct, they must both be false.
On the other hand the items should equally examine the information which can be implied from reading
passage and require the candidates to reassemble the information from more than one place in the passage. The pretests are always significant but in particular with MCQ because obtaining a fresh prospect about the test is
significant.
The effectiveness is a feature added by Buck, which stresses the importance to be able to draw from a test as
mach information as possible on the capacities of written comprehension of the participants within the limited time.
Thus it could be possible to avoid it by making easier tests. In MCG, it is very significant to write good
correct and incorrect replacement choices. The correct choice in question should not come directly from the text. It
should be reformulated, so that participant can understand the significance of the text and not simply to identify the
repeated words. Incorrect replacement choices should be based on a possible misunderstanding of the text. They
should be clearly incorrect, but not illogical. If they are illogical, tested will eliminate them, even if they do not
understand the text. The problem in writing goods items is often that it is difficult to write three or four good
replacement choices which are logical and clearly incorrect.
By writing MCG, one should avoid giving indications for the correct response the multiple choice test
preparers have a tendency to put the correct response to the medium, C-to-D., if there are four choices, they prefer B
or C, or if there are five choices C is preferred. One must make sure that the correct answers are not prevalent matter
in the medium of the solutions of replacement. As mentioned above, one must also avoid employing the opposites of
the correct answers as incorrect alternative, and it is better to employ two incorrect replacement choices with very
similar significances.
While preparing the items, one must consider carefully which qualifications or knowledge are necessary to
answer the question. If a competence other than that that we want to examine is necessary, this type of item is
probably not a good item.
By considering what we said about our test, we can conclude that the test functions relatively well in its
context. Principal criticism comes owing to the fact that the written text does not represent the authentic spoken
language clearly enough and that the texts could be varied with regard to the topic and the type of text. But one also
needs radical changes so that these tests have conformity and an international validity
Finally, there are two significant points that we want to draw from this discussion. First of all, considering
the established concept in the specifications of the test, MCT can be useful at least as a part of written
comprehension tests. It can show the validity even according to communicative approaches. What is significant and
what constitutes a challenge for the specialists. From which our second point comes, is to be able to build a valid test
which measures the targeted concept. The difficulty lies in other factors; finding a representative sample of texts and

158

�tasks, having as result a degree of interactivity and satisfactory effectiveness. Especially by building a big relatively
significant test like the test of the OSS for about of 45000 participants, it is necessary to analyze and check the
results before and after the test with people similar to the target group of the test and with the specialists of the
discipline, considering the answers and the results obtained.
Conceived and developed by the OSYM, the tree tests of evaluation of French language in Turkey allow to
test only competences in written comprehension and completely neglect competences in oral and written expression
in non specialized French language. This causes a great weakness with regard to the reliability and the validity of
these tests.
"How can I evaluate myself?", "I am not a teacher!″ The traditional school culture does not encourage the
learners taking responsibility in the evaluation, the only person who really knows if you understood something is
you! At school and university you can often pass from the examinations if you know only 50% of a subject. If you
carry out your own test, you can discover what you really know. The evaluation is the responsibility of the teacher at
the school and the university partly "yes". However, after the university you’ll have to learn from new things for
your profession. You’ll have to be evaluated yourself to discover what you do not know, so that you can project what
you have to learn. That is called "needs analysis”. For what is known as in the evaluation of oneself, one needs many
supports and counselling from the teachers
The examinations are not a goal but they are means. They measure simply the degree of what learners know. If
education has ten essential objectives the examinations and their result constitute simply one of them. But in Turkish
education system, the examinations became the only objective in itself. The other objectives lost all their importance.
All the actors of education concentrated only on the examinations. The children grow up simply with examinations.
They are completely isolated from everyday life and they lost their creativity because of the memorisation system.
Everything is evaluated and relied on the result obtained from one examination. The state as well as the parents does
not see anything beyond the examinations. The results are not questioned. On the other hand the results are worse for
the participants as well as the educational establishments. We insist on something wrong just because of the increase
in number of students at the university gates. Because of the examinations the life of the parents is upside down as
that of the thousands of youngsters.
Here is a debate for the awakening of the utility of the evaluation and the validity of the written
comprehension test. It is clear that there is still a lot to do make in this field, to arrive at the interesting but complex
process of written comprehension, and at its valid measurement.
C’est pourquoi les tests devraient plutôt être conçus de manière à encourager le recours à des activités d’acquisition.
Les tests en usage se doivent de mesurer avant tout la compétence de communication des learners. Pour cette raison
ce sont surtout les habilités de compréhension et de communication des idées qui doivent être testées.
This is why the tests should rather be conceived so as to encourage the recourse to activities of acquisition. The tests
of use must measure before all the competence of communication of the learners. For this reason they are especially
the abilities of comprehension and communication of the ideas which must be tested.
This is why the tests should rather be conceived so as to encourage the recourse to activities of acquisition. The tests
of use must measure before all the competence of communication of the learners. For this reason they are especially
the abilities of comprehension and communication of the ideas which must be tested.
Contest of selection and placement of the students.
1 Examination of competence of foreign language of the employees of state.
1
Examination of foreign language of the council interuniversitaire.

References
Bachman, L., Palmer, A. (1996). Language Testing in Practice. Oxford: Oxford University Press.
Buck, G. (2001). Assessing Listening. Cambridge: Cambridge University Press.
Bolton, S.(1991). Évaluation de la compétence communicative en langue étrangère. Paris: Les Éditions Didier.
Cadre européen commun de référence pour les langues:apprendre, enseigner, évaluer (2001) Didier.
Chapelle, C.A.(1998). Construct definition and validity inquiry in SLA research. In: Bachman L.F, A.D. Cohen: Interfaces
Between Second Language Acquisition and Language.
Cornaire, C. (1998). La compréhension écrite. CLE International.

159

�Galisson, R,D.Coste (1986). Dictionnaire de didactiques des langues Hachette
Germain,C.(1993). Evolution de l’enseignement des langues: 5000 ans d’histoire Cle Int.
Hilton,S C.Veltcheff (2003). L’évaluation en FLE Hachette.
Hymes D., (1984). Vers la compétence de communication, CREDIF-Hatier.
Hutchinson, J.A. et Pauline M. Rankin (1987). “Employement profiles and compensation for educational technologists:1983-86”
Educational Media and technologie yearbook:1987. Littleton, Co: Librairies Unlimited.
Landsheere, G. (1992). Dictionnaire de l’évaluation et de la recherche en éducation, PUF
Lhote, E. (1995). Enseigner l’écrit en interaction. Paris: Hachette.
Lussier, D.(1992). Évaluer les apprentissages dans une approche communicative. Paris ,Hachette.
Nimier, J. (1996). La formation psychologique des enseignants: Collection Formation Permanente en Sciences Humaines.
Edition: E.S.F
Morrow, K. (1979). Communicative Language testing: revolution or evolution?, in: Brumfit.
Porcher, L. (1995). Le français langue étrangère Hachette.

160

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                <text>The Capacity of the Evaluation of Linguistic Abilities of FLE Examinations Applied in Turkey by OSYM</text>
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Karakuzu, Melih</text>
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                <text>: Since the ultimate object of the assessment and the evaluation in foreign language is the  communication competence, it remains custom to determine the parameters and the performance  criteria of the foreign language users. However, the multiple choice items used in Turkey generally do  not allow us to measure different types of learners such as oral communication. It is limited only to  the measurement of mental processes such as knowledge comprehension and application. En the  contrary, the multiple choice items are still mostly preferred. Within the framework of this research,  our aim is to analyze the multiple choice tests prepared and applied in Turkey by the OSYM in  various examinations such as the OSS, the KPDS and the UDS. </text>
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                    <text>The Ratio of Elements Uptake From The Soil By Yellow Weed (Boreava
Orientalis Jaub And Spach) Which Causes Problems For Barley Cultivated
Under Arid Conditions
M urat Karaca
Selcuk University,Agricultural Faculty
Plant Production Department
Konya, Turkey
mkaraca@selcuk.edu.tr

Ayşen Akay
Selcuk University,Agricultural Faculty
Department of Soil Science
Konya, Turkey

Abstract: Study was conducted in order to determine the amount of elements uptake from the
soil by different densities of yellow weed depending on its competition against barley in
barley cultivated areas in Ardıçlı Village (arid) of Central Selcuklu Konya in 2007. At the
harvesting time of barley, yellow weed samples in all the plots were extracted with their roots
and analysed following the necessary pre-treatments. As a consequence, when the yellow
weed numbers are 1, 3 and 6 number /m2, the amounts of N uptake from the soil by yellow
weed were determined to be 32.09 – 146.67 – 311.07 g/da; P , 15.57 - 72.56 -144.28 g/da; K ,
76.94 - 375.94 – 961.21 g/da, respectively. As the result of the analysis performed, depending
on the numbers of yellow weed in the plots were observed statistically significant differences
between the amounts of N, P, K, Ca, Mg, Mn, Fe, Zn and Mo uptake from soil by yellow
weed at P&lt;0.05 level.
Keywords: Barley, yellow weed (Boreava orientalis Jaub and Spach.), element uptake,
competition.

Introduction
According to the data from 2007, barley production is 7.306.800 ton in Turkey and itis 606.630 ton in
Konya,the land of cultivation is 34.280.165 da in Turkey and 3.579.806 da in Konya (Anonymous, 2008). As in
many countries,the main vermin of cereal are weeds.
Weeds getin competition with wheatin terms of nutrient,water,light and place and every yearitleads
to about 25-35 % yield loss (Özer, 1993; Vencill ve ark., 1993; Rodosevich ve Holt, 1984). Because many kinds
of weeds have a strong root system and very much branched out, they compete with plants which have been
cultivated. Because of weed competition, the average cereal loss all over the world is about 20-40 % (Koch,
1970). The wheat yield loss because of weeds was researched in different regions of Turkey, and it was found
out that the loss is 30 % in Aegean region (Bilgir, 1965; Tepe, 1998), 24 % in East Anatolia (Güncan, 1976),
22,5 % in Central Anatolia (Güncan, 2006 referring to FAO) and 20 % in Cukurova region (Uygur et al.,1986).
Yellow weed (Boreava orientalis) is a weed of widespread occurrence in barley and wheat field in middle of
Turkey, Konya and other locaties in which barley and wheat are cultivated as a winter crop.This weed is also
distributed all overthe world.
In a survey study carried out in Central Anatolia, 76 species were determined. It was reported that the
most common types are Galium tricornutum Dandy (rough bedstraw) 3.75 number/m2, Boreava orientalis
(yellow weed) 3.48 number/m2 , Centaurea depressa Bieb. (dark blue bottle) 3.48 number/m2 and B. radians
Bieb. (bifora) 2.16 number/m2 , respectively(Taştan and Erciş, 1994).
The level competition of weed have in grain cultivation fields and to what extent these weeds use
nutrients in soil or nutrient elements applied to the soil for culture plants is not known for every type of weed.
With this aim,this study was carried outin 2007 to determine different amounts of nutrient uptake by weeds as a
result of barley-weed competition in different densities of yellow weed.
431

�Material and Method
This study was carried out in Ardıçlı Village (arid) of Central Selcuklu-Konya-Turkey, which can
represent Konya province. The trial was carried out on barley cultivated fields(arid) which exemplified the
Province of Konya. The trial plots were 1 m² each , the experiments were conducted with four repetitions and
security lines of atleast 25 cm were drawn between them. The plots setincluded weeds. The density of yellow
weed varies between 1, 3 and 6 number/m². Allthe other wide and narrow leafed weed plantsin the plots were
manually extracted atintervals often days atthe latest and plots of desired density were arranged. All weeds in
the plots were harvested together with their roots in the time of harvest,the sample weeds whose roots were
cleaned off soil in laboratories were burned in a microwave device(200 PSI) (CE M-Mars -5 model) after
necessary pre-processes, and filtrates were obtained. The element analyses of these were carried out with ICPOES devices (Varian, Vista model).
The statistical analyses ofthe results obtained were done with of MINITAB and Mstat packet programs.

Conclusions
Some physical and chemicalfeatures of barley field soil on which the trailis applied are given Table 1.
The soil of the trailfield has a clay loam texture, and is slightly alkaline, unsalted, highly limy and low amount
of organic substances. The potassium and copperlevels ofthe soil are sufficient, phosphorus and manganese are
low (compared to values given for wheat cultivation in Central Anatolia (Yurtsever ,1975), zinc level is very
low and iron contentis at medium level.
Depending on the number of yellow weed, the weight of weed left on the plot(g/plot) and the
N,P,K,Ca,Mg and S contentsuptake from soil by weeds are given in Table 2.
Depending on the number of weeds in plot,the difference between amount of N, K, P, Ca, Mg, Fe, Mn,
Zn, Mo ve Cr contents uptake from soil by yellow weed are significant at P&lt;0.05 level and the difference
between S content uptake from soil by yellow weed is atsignificantlevel P&lt;0.01. As the number of yellow weed
inthe plotincrease,the amount of element uptake increases significantly.
Itisinteresting to note thatthe increase in the number of weed in a plot and the increase inthe amount
of nutrient uptake are not simply correlated. In other words, the increase in the amount of nutrient uptake is
much more than the increase in number. For example,the amount of nitrogen uptake by 1 weed is 26.15 g/da
and the amount of nitrogen uptake by 6 weeds is 262.57 g/da,the amount of phosphorus uptake by one weed is
13.03 g/da and the amount of nitrogen uptake by 6 weeds is 144.28 g/da. Whilethe amount of Ca for 1 weed/m2
is 90.05 g/da,itraised up to 1233.61 g/da in 6 weed/m2. Thisshows us thatthe increase in the number of weeds
in plots increase the amount of element uptake 10-13 folds. In wheat cultivation fields in Tokat, the nitrogen
uptake by Papaver rhoeas is 0.023 kg/ha, phosphorus is 0.0037 kg/ha and potassium is 0.0371 kg/ha (Sırma ve
Güncan,1997).N, P, K uptake from soil by the common weed speciesin wheatfieldin Tokat-Turkey were found
Nitrogen 17.81 kg /ha, Phosphorus 2.86 kg/ha and Potassium 21.51 kg /ha respectively (Sırma and Güncan,
1997).
Parameters
Values
Clay (%)
38.80
Silt(%)
28.54
Sand (%)
32.66
Texture class
Clay loam (CL)
pH (1:2,5)
7.79
EC (1:5)(µS/cm)
158.5
CaCO3 (%)
41.45
Organic matter (%)
1.62
Available P2 O5 ( mg/kg )
6.40
Soluble Ca ( mg/kg )
7529
Soluble K2 O ( mg/kg )
234.9
Soluble Mg (mg/kg)
275.95
Soluble Na ( mg/kg)
14.89
DTPA-extractable Cu ( mg/kg)
0.531
DTPA-extractable Fe ( mg/kg )
3.3
DTPA-extractable Mn ( mg/kg )
9.72
DTPA-extractable Zn ( mg/kg )
0.145
Table 1. Some Physical and Chemical Features of Experiment Area Soil
432

�The weed element contents depending on the number of yellow weed left in trial plots are given in
Table 3. As it can be seen from the table, K content ranges between 0.986-1.117 %, phosphorus content ranges
between 0.193-0.208 %, Ca content ranges between 1.28-1.81 % and Mg content ranges between 0.113-0.168.
In a study conducted by Güncan (1980) in Erzurum on 76 types of weed,the P contentin weeds ranged between
0.10-1.15 % and K content ranged between 0.66-4.56 %. In a study conducted by Tepe et al.(1997), when the
amount of nutrients are considered interms proportion,itisseen thatthe plants sufferfrom N, P, Ca, Mg, Fe and
Zn insufficiency, and the weeds are in a better situation.
In our study,the Fe, Mn, Cu and Zn content of yellow weed ranges from 382.88-463.07 mg/kg, 25.2026.71 mg/kg, 0.00-0.005 mg/kg and 14.67-24.93 mg/kg, respectively. In a study conducted by Kadıoğlu et al.
(2005) found Mn content of S.halepense 96.5 µg/g and C.regalis 95.0 µg/g. Mendil et al.(2004) found iron and
manganese contents as 714-1206 µg/g in weed samples. Ajasa et al.(2004) reported iron and copper contents as
35-241 µg/g and 2.96-24.4 µg/g in some weeds. Calcium values of the weeds ranged from 27-800 mg/100 gr,
Mg values 30.33-293.08 mg/100 gr, Fe values 0.17-4.88 mg/100 gr, Mn values 0.04-1.27 mg/100 gr, Zn values
0.10-2.29 mg/100 gr and Cu values 0.005-1.17 mg/100 gr obtained in weeds in Eastern Anatolia (Turan et al.,
2003). The element concentrations in some weeds collected from Tokat in Turkey were found to be 122-695,
13.9-96.5, 4.3-17.3, 1.9-8.5, 13.1-30.3 and 1.0-5.5µ/g for Fe, Mn, Cu, Ni, Zn and Cr respectively (Kadıoğlu et
al., 2005).
In Table 3,the sufficient nutrient element contents of barley at beginning of earring stage are also given
(Alpaslan et al., 2004). When these values are compared with nutrient elements of yellow weed, itis seen that
especially Ca, Mn and Fe contents are highly above the sufficiency limit values for barley.
As a result,itis found out that yellow weed which is one the outstanding weeds causing problems in
wheat and barley cultivation uptakes significant amount of nutrient element from soil.It was designated that as
the number of yellow weed -which competes with barley- per m2 increase, the amount of nutrient element it
uptakes from soil increases at a higher speed. These results reveal the importance of combat against weeds in
barley cultivation.

433

�Table 2.Depending on the Number of Yellow Weed in Plot, Weed Weight in Trial Plot (g/plot) and the Amount of N, P, K, Ca, Mg, S, Fe, Cu,
Mn, Zn, Mo, B and Na Uptakes From the Soil by Yellow Weed ( ± Se, N = 4)

Yellow weed
number in
plot(number/m2)

Weed weight in
trial plot(g/m2)

1

The amount of element uptakes from soil by yellow weed (g/da)
N

P

K

Ca

Mg

S

6,97±3,44

26,15±13,68

13,03±5,82

76,94±55,7

90,05±48,7

8,58±5,68

3296,28±1622

3

37,06±21,14

146,67±80,64

72,56±43,38

486,64±225,5

675,97±422

61,88±34,41

17727,13±9992

6
Yellow weed
number in
plot(number/m2)

67,97±28,53

262,57±126,10

144,28±70,64

795,05±415,7

1233,61±828

105,86±60,14

32451,83±13257

Fe

Cu

Mn

Zn

B

Mo(mg/da)

Na

1

2,69±0,62

0±0

0,175±0,084

0,103±0,0764

0,0498±0,0341

0,25±0,5

5,16±1,43

3

18,06±14,24

0±0

0,996±0,576

0,873±0,5598

0,3193±0,2004

5±5,033

28,61±15,6

6

27,08±14,62

0,005±0,01

1,764±0,857

1,304±0,5894

0,449±0,4542

16,25±12,685

99,27±91,26

Table 2.Depending on the Number of Yellow Weed in Plot, Weed Weight in Trial Plot (g/plot) and the Amount of N, P, K, Ca, Mg, S, Fe, Cu,
Mn, Zn, Mo, B and Na Uptakes From the Soil by Yellow Weed ( ± Se, N = 4)

434

�Yellow weed
number in
plot(number/m2)

%

mg/kg

N

K

P

Ca

Mg

Fe

Cu

Mn

Zn

Cr

Na

Mo

1

0,37

0,986

0,193

1,28

0,113

463,07

0,00

25,26

14,67

1,95

884,58

0,03

3

0,40

1,359

0,194

1,81

0,168

456,55

0,00

26,71

24,93

2,12

791,78

0,12

6
Arpa(Hordeum
vulgare)
* The sufficient
nutrient element
contents of barley
at beginning of
earring stage

0,38

1,117

0,208

1,68

0,147

382,88

0,05

25,20

19,78

2,19

1356,56

0,20

N

K

P

Ca

Mg

Fe

Cu

Mn

Zn

Cr

Na

Mo

1.75-3.0

1.5-3.0

0.20-0.50

0.30-1.20

0.15-0.50

25-100

5-25

0.11-0.18

15-70

Table 3. The Amount of N, P, K, Ca, Mg, S, Fe, Cu, Mn, Zn, Mo, B and Na of Yellow Weed and Nutrient Element Contents of Barley at Beginning of Earring Stage
*Alpaslan et al.,2004.

435

�References
Ajasa, A.M.O., Bello, M.O., Đbrahim, A.O., Ogunwander, I.A. &amp; Olawore, N.O. (2004). Foot Chem.; 85, 67
Alpaslan, M., Güneş, A. &amp; Đnal A. (2004). Gübreleme Çalışmalarında Bitki Analizlerinin Yeri ve Farklı Bitkiler
Đçin Bitki Besin Maddesi Kritik Düzeyleri. Türkiye 3. Ulusal gübre Kongresi, Tarım-Sanayi-Çevre, No: 12151312, Tokat.
Anonymous, (2008). TUIK, Türkiye Đstatistik Kurumu Verileri
Bilgir, S. (1965). Ege Bölgesi hububat tarlalarında görülen önemli yabancı otlar ve savaş imkanları üzerinde bazı
incelemeler. Tarım Bakanlığı Yayınları Tek. Bül. No: 14.
Güncan, A. (1976). Erzurum Çevresinde Bulunan Yabancı Otlar ve Önemlilerinden Bazılarının Yazlık Arpa ve
Buğdayda Mücadele Đmkanları Üzerinde Araştırmalar. Atatürk Üniv. Yay. Araşt. Serisi No:135, 79 s. Weed Abst.
27 (8): 271. (Doktora Tezinden)
Güncan A., (1980). Die unkrautdicthe in der umgebung von Erzurum im getreidanbau und der naehrstoffe durch
eininge unkraeuter aus dem boden. Journal of Turkish Phytopathology Vol. 9, Num: 1,1-19.
Kadıoğlu, Đ., Mendi, D., Sarı, H., &amp; Hasdemir, E. (2005). Determination of heavy metal levels in some weeds
collected from Tokat, Turkey. Asian Journal of Chemistry Vol. 17. No: 1, 564-568
Koch, W. (1970). Unkrautbekampfung. Verlag Eugen Ulmer, Stuttgart.
Mendil D., Tuzen M., Sari H. &amp; Hasdemir E. (2004). Trace elements and elect rolytes (impress)
Özer, Z. (1993). Niçin Yabancı Ot Bilimi (Herboloji). Türkiye I. Herboloji Kongresi. 3-5 Şubat 1993. Adana, s. 17.
Radosevich, S.R., &amp; Holt, J.S. (1984). Weed ecology implications self vegetation management. John Wiley and
Sons. Newyork.
Sırma, M., &amp; Güncan, A. (1997). Tokat Yöresinde Buğday Ekim Alanlarında Sorun Oluşturan Yabancı Otlar ve
Önemlilerinden Bazılarının Topraktan Kaldırdıkları N, P, K, Miktarı Üzerinde Araştırmalar. Türkiye II. Herboloji
Kongresi. 1-4 Eylül 1997. Ayvalık/ Đzmir.
Taştan, B., &amp; Erciş, A. (1994). Orta Anadolu Bölgesi buğday ekim alanlarında gözlenen yabancı otların yayılış ve
yoğunlukları üzerinde araştırmalar. Bitki Koruma Bülteni Cilt: 31, No: 1-4, 39-60. Mart-Aralık 1991.
Tepe I., Tüfenkçi Ş., Kaya Đ., &amp; Ceylan Ş. (1997). Van’da Bitki Besin Maddesi Alınımı Açısından BuğdayYabancı Ot Rekabeti. Türkiye 2. Herboloji Kongresi. No: 359-368. Bornova-Izmir
Vencill, W.K., Girayda, L.J., &amp; Langdole, G.W. (1993). Soil moisture relations and critical period of Cynodon
dactylon (L.) Pers. (coastal bermudagrass) competition in conservation-tillage cotton (Gossypium hirsitum L.).
Weed Research, Vol. 33, Number, 89-96.

436

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                <text>The Ratio of Elements Uptake From The Soil By Yellow Weed (Boreava  Orientalis Jaub And Spach) Which Causes Problems For Barley Cultivated  Under Arid Conditions</text>
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                <text>Karaca, Murat
Akay, Aysen</text>
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                <text>Study was conducted in order to determine the amount of elements uptake from the  soil by different densities of yellow weed depending on its competition against barley in  barley cultivated areas in Ardıçlı Village (arid) of Central Selcuklu Konya in 2007. At the  harvesting time of barley, yellow weed samples in all the plots were extracted with their roots  and analysed following the necessary pre-treatments. As a consequence, when the yellow  weed numbers are 1, 3 and 6 number /m2, the amounts of N uptake from the soil by yellow  weed were determined to be 32.09 – 146.67 – 311.07 g/da; P , 15.57 - 72.56 -144.28 g/da; K ,  76.94 - 375.94 – 961.21 g/da, respectively. As the result of the analysis performed, depending  on the numbers of yellow weed in the plots were observed statistically significant differences  between the amounts of N, P, K, Ca, Mg, Mn, Fe, Zn and Mo uptake from soil by yellow  weed at P&lt;0.05 level.</text>
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                <text>2009-06</text>
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                    <text>1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

The Ratio of Elements Uptake from the Soil by Yellow Weed (Boreava
Orientalis Jaub And Spach.) Which Causes Problems for Barley Cultivated
Under Arid Conditions

M urat Karaca
Selcuk University,Agricultural Faculty,
Plant Production Department
Konya, -Turkey
mkaraca@selcuk.edu.tr
Ayşen Akay
Selcuk University,Agricultural Faculty,
Department of Soil Science
Konya-Turkey

Abstract: Study was conducted in order to determine the amount of elements uptake from
the soil by different densities of yellow weed depending on its competition against barley in
barley cultivated areas in Ardıçlı Village (arid) of Central Selcuklu Konya in 2007. At the
harvesting time of barley, yellow weed samples in all the plots were extracted with their roots
and analysed following the necessary pre-treatments. As a consequence, when the yellow
weed numbers are 1, 3 and 6 number /m2, the amounts of N uptake from the soil by yellow
weed were determined to be 32.09 – 146.67 – 311.07 g/da; P , 15.57 - 72.56 -144.28 g/da; K ,
76.94 - 375.94 – 961.21 g/da, respectively. As the result of the analysis performed, depending
on the numbers of yellow weed in the plots were observed statistically significant differences
between the amounts of N, P, K, Ca, Mg, Mn, Fe, Zn and Mo uptake from soil by yellow weed
at P&lt;0.05 level.
Keywords: Barley, yellow weed (Boreava orientalis Jaub and Spach.), element uptake,
competition.

Introduction
According to the data from 2007, barley production is 7.306.800 ton in Turkey and itis 606.630 ton in
Konya,the land of cultivation is 34.280.165 da in Turkey and 3.579.806 da in Konya (Anonymous, 2008). As in
many countries,the main vermin of cereal are weeds.
Weeds getin competition with wheatin terms of nutrient,water,light and place and every yearitleads
to about 25-35 % yield loss (Özer, 1993; Vencill ve ark., 1993; Rodosevich ve Holt, 1984). Because many kinds
of weeds have a strong root system and very much branched out, they compete with plants which have been
cultivated. Because of weed competition, the average cereal loss all over the world is about 20-40 % (Koch,
1970). The wheat yield loss because of weeds was researched in different regions of Turkey, and it was found
out that the loss is 30 % in Aegean region (Bilgir, 1965; Tepe, 1998), 24 % in East Anatolia (Güncan, 1976),
22,5 % in Central Anatolia (Güncan, 2006 referring to FAO) and 20 % in Cukurova region (Uygur et al.,1986).
Yellow weed (Boreava orientalis) is a weed of widespread occurrence in barley and wheat field in middle of
Turkey, Konya and other locaties in which barley and wheat are cultivated as a winter crop.This weed is also
distributed all overthe world.
In a survey study carried out in Central Anatolia, 76 species were determined. It was reported that the
most common types are Galium tricornutum Dandy (rough bedstraw) 3.75 number/m2, Boreava orientalis
(yellow weed) 3.48 number/m2 , Centaurea depressa Bieb. (dark blue bottle) 3.48 number/m2 and B. radians
Bieb. (bifora) 2.16 number/m2 , respectively(Taştan and Erciş, 1994).
The level competition of weed have in grain cultivation fields and to what extent these weeds use
nutrients in soil or nutrient elements applied to the soil for culture plants is not known for every type of weed.
With this aim,this study was carried outin 2007 to determine different amounts of nutrient uptake by weeds as a
result of barley-weed competition in different densities of yellow weed.
20

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Material and Method
This study was carried out in Ardıçlı Village (arid) of Central Selcuklu-Konya-Turkey, which can
represent Konya province. The trial was carried out on barley cultivated fields(arid) which exemplified the
Province of Konya. The trial plots were 1 m² each , the experiments were conducted with four repetitions and
security lines of atleast 25 cm were drawn between them. The plots setincluded weeds. The density of yellow
weed varies between 1, 3 and 6 number/m². Allthe other wide and narrow leafed weed plantsin the plots were
manually extracted atintervals often days atthe latest and plots of desired density were arranged. All weeds in
the plots were harvested together with their roots in the time of harvest,the sample weeds whose roots were
cleaned off soil in laboratories were burned in a microwave device(200 PSI) (CE M-Mars -5 model) after
necessary pre-processes, and filtrates were obtained. The element analyses of these were carried out with ICPOES devices (Varian, Vista model).
The statistical analyses ofthe results obtained were done with of MINITAB and Mstat packet programs.

Conclusions
Some physical and chemicalfeatures of barley field soil on which the trailis applied are given Table 1.
The soil of the trailfield has a clay loam texture, and is slightly alkaline, unsalted, highly limy and low amount
of organic substances. The potassium and copperlevels ofthe soil are sufficient, phosphorus and manganese are
low (compared to values given for wheat cultivation in Central Anatolia (Yurtsever ,1975), zinc level is very
low and iron contentis at medium level.
Depending on the number of yellow weed, the weight of weed left on the plot(g/plot) and the
N,P,K,Ca,Mg and S contentsuptake from soil by weeds are given in Table 2.
Depending on the number of weeds in plot,the difference between amount of N, K, P, Ca, Mg, Fe, Mn,
Zn, Mo ve Cr contents uptake from soil by yellow weed are significant at P&lt;0.05 level and the difference
between S content uptake from soil by yellow weed is atsignificantlevel P&lt;0.01. As the number of yellow weed
inthe plotincrease,the amount of element uptake increases significantly.
Itisinteresting to note thatthe increase in the number of weed in a plot and the increase inthe amount
of nutrient uptake are not simply correlated. In other words, the increase in the amount of nutrient uptake is
much more than the increase in number. For example,the amount of nitrogen uptake by 1 weed is 26.15 g/da
and the amount of nitrogen uptake by 6 weeds is 262.57 g/da,the amount of phosphorus uptake by one weed is
13.03 g/da and the amount of nitrogen uptake by 6 weeds is 144.28 g/da. Whilethe amount of Ca for 1 weed/m2
is 90.05 g/da,itraised up to 1233.61 g/da in 6 weed/m2. Thisshows us thatthe increase in the number of weeds
in plots increase the amount of element uptake 10-13 folds. In wheat cultivation fields in Tokat, the nitrogen
uptake by Papaver rhoeas is 0.023 kg/ha, phosphorus is 0.0037 kg/ha and potassium is 0.0371 kg/ha (Sırma ve
Güncan,1997).N, P, K uptake from soil by the common weed speciesin wheatfieldin Tokat-Turkey were found
Nitrogen 17.81 kg /ha, Phosphorus 2.86 kg/ha and Potassium 21.51 kg /ha respectively (Sırma and Güncan,
1997).

21

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Parameters
Clay (%)
Silt(%)
Sand (%)
Texture class
pH (1:2,5)
EC (1:5)(µS/cm)
CaCO3 (%)
Organic matter (%)
Available P2 O5 ( mg/kg )
Soluble Ca ( mg/kg )
Soluble K2 O ( mg/kg )
Soluble Mg (mg/kg)
Soluble Na ( mg/kg)
DTPA-extractable Cu ( mg/kg)
DTPA-extractable Fe ( mg/kg )
DTPA-extractable Mn ( mg/kg )
DTPA-extractable Zn ( mg/kg )

Values
38.80
28.54
32.66
Clay loam (CL)
7.79
158.5
41.45
1.62
6.40
7529
234.9
275.95
14.89
0.531
3.3
9.72
0.145

Table 1. Some Physical and Chemical Features of Experiment Area Soil
The weed element contents depending on the number of yellow weed left in trial plots are given in
Table 3. As it can be seen from the table, K content ranges between 0.986-1.117 %, phosphorus content ranges
between 0.193-0.208 %, Ca content ranges between 1.28-1.81 % and Mg content ranges between 0.113-0.168.
In a study conducted by Güncan (1980) in Erzurum on 76 types of weed,the P contentin weeds ranged between
0.10-1.15 % and K content ranged between 0.66-4.56 %. In a study conducted by Tepe et al.(1997), when the
amount of nutrients are considered interms proportion,itisseen thatthe plants sufferfrom N, P, Ca, Mg, Fe and
Zn insufficiency, and the weeds are in a better situation.
In our study,the Fe, Mn, Cu and Zn content of yellow weed ranges from 382.88-463.07 mg/kg, 25.2026.71 mg/kg, 0.00-0.005 mg/kg and 14.67-24.93 mg/kg, respectively. In a study conducted by Kadıoğlu et al.
(2005) found Mn content of S.halepense 96.5 µg/g and C.regalis 95.0 µg/g. Mendil et al.(2004) found iron and
manganese contents as 714-1206 µg/g in weed samples. Ajasa et al.(2004) reported iron and copper contents as
35-241 µg/g and 2.96-24.4 µg/g in some weeds. Calcium values of the weeds ranged from 27-800 mg/100 gr,
Mg values 30.33-293.08 mg/100 gr, Fe values 0.17-4.88 mg/100 gr, Mn values 0.04-1.27 mg/100 gr, Zn values
0.10-2.29 mg/100 gr and Cu values 0.005-1.17 mg/100 gr obtained in weeds in Eastern Anatolia (Turan et al.,
2003). The element concentrations in some weeds collected from Tokat in Turkey were found to be 122-695,
13.9-96.5, 4.3-17.3, 1.9-8.5, 13.1-30.3 and 1.0-5.5µ/g for Fe, Mn, Cu, Ni, Zn and Cr respectively (Kadıoğlu et
al., 2005).
In Table 3,the sufficient nutrient element contents of barley at beginning of earring stage are also given
(Alpaslan et al., 2004). When these values are compared with nutrient elements of yellow weed, itis seen that
especially Ca, Mn and Fe contents are highly above the sufficiency limit values for barley.
As a result,itis found out that yellow weed which is one the outstanding weeds causing problems in
wheat and barley cultivation uptakes significant amount of nutrient element from soil.It was designated that as
the number of yellow weed -which competes with barley- per m2 increase, the amount of nutrient element it
uptakes from soil increases at a higher speed. These results reveal the importance of combat against weeds in
barley cultivation.

22

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Table 2.Depending on the Number of Yellow Weed in Plot, Weed Weight in Trial Plot (g/plot) and the Amount of N, P, K, Ca, Mg, S, Fe, Cu,
Mn, Zn, Mo, B and Na Uptakes From the Soil by Yellow Weed ( ± Se, N = 4)

Yellow weed
number in
plot(number/m2)

Weed weight in
trial plot(g/m2)

1

The amount of element uptakes from soil by yellow weed (g/da)
N

P

K

Ca

Mg

S

6,97±3,44

26,15±13,68

13,03±5,82

76,94±55,7

90,05±48,7

8,58±5,68

3296,28±1622

3

37,06±21,14

146,67±80,64

72,56±43,38

486,64±225,5

675,97±422

61,88±34,41

17727,13±9992

6
Yellow weed
number in
plot(number/m2)

67,97±28,53

262,57±126,10

144,28±70,64

795,05±415,7

1233,61±828

105,86±60,14

32451,83±13257

Fe

Cu

Mn

Zn

B

Mo(mg/da)

Na

1

2,69±0,62

0±0

0,175±0,084

0,103±0,0764

0,0498±0,0341

0,25±0,5

5,16±1,43

3

18,06±14,24

0±0

0,996±0,576

0,873±0,5598

0,3193±0,2004

5±5,033

28,61±15,6

6

27,08±14,62

0,005±0,01

1,764±0,857

1,304±0,5894

0,449±0,4542

16,25±12,685

99,27±91,26

23

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Table 3. The Amount of N, P, K, Ca, Mg, S, Fe, Cu, Mn, Zn, Mo, B and Na of Yellow Weed and Nutrient Element Contents of Barley at Beginning of Earring Stage
Yellow weed
number in
plot(number/m2)

%

mg/kg

N

K

P

Ca

Mg

Fe

Cu

Mn

Zn

Cr

Na

Mo

1

0,37

0,986

0,193

1,28

0,113

463,07

0,00

25,26

14,67

1,95

884,58

0,03

3

0,40

1,359

0,194

1,81

0,168

456,55

0,00

26,71

24,93

2,12

791,78

0,12

6
Arpa(Hordeum
vulgare)
* The sufficient
nutrient element
contents of barley
at beginning of
earring stage

0,38

1,117

0,208

1,68

0,147

382,88

0,05

25,20

19,78

2,19

1356,56

0,20

N

K

P

Ca

Mg

Fe

Cu

Mn

Zn

Cr

Na

Mo

1.75-3.0

1.5-3.0

0.20-0.50

0.30-1.20

0.15-0.50

25-100

5-25

0.11-0.18

15-70

*Alpaslan et al.,2004.

24

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

References
Ajasa, A.M.O., Bello, M.O., Đbrahim, A.O., Ogunwander, I.A. &amp; Olawore, N.O. (2004). Foot Chem.; 85, 67
Alpaslan, M., Güneş, A. &amp; Đnal A. (2004). Gübreleme Çalışmalarında Bitki Analizlerinin Yeri ve Farklı Bitkiler
Đçin Bitki Besin Maddesi Kritik Düzeyleri. Türkiye 3. Ulusal gübre Kongresi, Tarım-Sanayi-Çevre, No: 12151312, Tokat.
Anonymous, (2008). TUIK, Türkiye Đstatistik Kurumu Verileri
Bilgir, S. (1965). Ege Bölgesi hububat tarlalarında görülen önemli yabancı otlar ve savaş imkanları üzerinde bazı
incelemeler. Tarım Bakanlığı Yayınları Tek. Bül. No: 14.
Güncan, A. (1976). Erzurum Çevresinde Bulunan Yabancı Otlar ve Önemlilerinden Bazılarının Yazlık Arpa ve
Buğdayda Mücadele Đmkanları Üzerinde Araştırmalar. Atatürk Üniv. Yay. Araşt. Serisi No:135, 79 s. Weed Abst.
27 (8): 271. (Doktora Tezinden)
Güncan A., (1980). Die unkrautdicthe in der umgebung von Erzurum im getreidanbau und der naehrstoffe durch
eininge unkraeuter aus dem boden. Journal of Turkish Phytopathology Vol. 9, Num: 1,1-19.
Kadıoğlu, Đ., Mendi, D., Sarı, H., &amp; Hasdemir, E. (2005). Determination of heavy metal levels in some weeds
collected from Tokat, Turkey. Asian Journal of Chemistry Vol. 17. No: 1, 564-568
Koch, W. (1970). Unkrautbekampfung. Verlag Eugen Ulmer, Stuttgart.
Mendil D., Tuzen M., Sari H. &amp; Hasdemir E. (2004). Trace elements and elect rolytes (impress)
Özer, Z. (1993). Niçin Yabancı Ot Bilimi (Herboloji). Türkiye I. Herboloji Kongresi. 3-5 Şubat 1993. Adana, s. 17.
Radosevich, S.R., &amp; Holt, J.S. (1984). Weed ecology implications self vegetation management. John Wiley and
Sons. Newyork.
Sırma, M., &amp; Güncan, A. (1997). Tokat Yöresinde Buğday Ekim Alanlarında Sorun Oluşturan Yabancı Otlar ve
Önemlilerinden Bazılarının Topraktan Kaldırdıkları N, P, K, Miktarı Üzerinde Araştırmalar. Türkiye II. Herboloji
Kongresi. 1-4 Eylül 1997. Ayvalık/ Đzmir.
Taştan, B., &amp; Erciş, A. (1994). Orta Anadolu Bölgesi buğday ekim alanlarında gözlenen yabancı otların yayılış ve
yoğunlukları üzerinde araştırmalar. Bitki Koruma Bülteni Cilt: 31, No: 1-4, 39-60. Mart-Aralık 1991.
Tepe I., Tüfenkçi Ş., Kaya Đ., &amp; Ceylan Ş. (1997). Van’da Bitki Besin Maddesi Alınımı Açısından BuğdayYabancı Ot Rekabeti. Türkiye 2. Herboloji Kongresi. No: 359-368. Bornova-ĐZMĐR
Vencill, W.K., Girayda, L.J., &amp; Langdole, G.W. (1993). Soil moisture relations and critical period of Cynodon
dactylon (L.) Pers. (coastal bermudagrass) competition in conservation-tillage cotton (Gossypium hirsitum L.).
Weed Research, Vol. 33, Number, 89-96.

25

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                <text>The Ratio of Elements Uptake from the Soil by Yellow Weed (Boreava  Orientalis Jaub And Spach.) Which Causes Problems for Barley Cultivated  Under Arid Conditions</text>
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                <text>Karaca, Murat
Akay, Aysen</text>
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            <description>A summary of the resource.</description>
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                <text>Study was conducted in order to determine the amount of elements uptake from  the soil by different densities of yellow weed depending on its competition against barley in  barley cultivated areas in Ardıçlı Village (arid) of Central Selcuklu Konya in 2007. At the  harvesting time of barley, yellow weed samples in all the plots were extracted with their roots  and analysed following the necessary pre-treatments. As a consequence, when the yellow  weed numbers are 1, 3 and 6 number /m2, the amounts of N uptake from the soil by yellow  weed were determined to be 32.09 – 146.67 – 311.07 g/da; P , 15.57 - 72.56 -144.28 g/da; K ,  76.94 - 375.94 – 961.21 g/da, respectively. As the result of the analysis performed, depending  on the numbers of yellow weed in the plots were observed statistically significant differences  between the amounts of N, P, K, Ca, Mg, Mn, Fe, Zn and Mo uptake from soil by yellow weed  at P&lt;0.05 level.</text>
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                <text>2009-06</text>
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                    <text>1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Investigation of Treatment of Boron Industries Waste Waters by
Nanofiltration
Đbrahim Karakaş
Department of Chemical Engineering,
Engineering Faculty, Atatürk University,
Erzurum, Turkey
Recep Boncukçuoğlu
Department of EnvironmentalEngineering,
Engineering Faculty, Atatürk University,
Erzurum, Turkey

M. Muhtar Kocakerim
Department of Chemical Engineering,
Engineering Faculty, Atatürk University,
Erzurum, Turkey

Alper E.Yilmaz
Department of EnvironmentalEngineering,
Engineering Faculty, Atatürk University,
Erzurum, Turkey

Abstract: Turkey has the richest boron reserve in the world. Colemanite and Tincal, which are
some of the ores produced in Turkey, are used in the production of Boric Acid and Sodium
Perborates, respectively. As a result of this production process, the amount of solid waste and
wastewater is quite high and in order for these wastes to not cause different environmental
problems, they must either be disposed in some way or the boron they contain must be
removed. In this study, the removal of boron from synthetic waters by nanofiltration was
investigated. It was investigated operational parameters such as boron feed concentration, pH,
pressure and flow rate at boron removal experiments. DMSO was used as complex agent and
it was thought that DMSO forms a complex with water. Boron removal was not obtained at
experiments, which was not used DMSO. The separation of the solid boron compound was
studied in a wide range of conditions by nanofiltration (NF). The best result with DMSO was
290 ppm effluent boron concentration for 3000 ppm influent boron concentration with
efficiency of 92%. In the final stage, cross-flow membrane filtration was used for the
separation of solid-liquid. The result of this study showed that the boron recovery efficiency
was as high as 95% from the wastewater.
Keywords: Boron, boron removal, membrane, nanofiltration, DMSO

1. Introduction
Boron is found in the form of borate in oceans, sedimentary rocks, coal,shale, and soils [1–3].In natural
waters, boron is normally found at concentrations lower than 1mg B/L [4], although in seawater boron
concentration is around 5mg B/L [5]. Boron concentrations over 3mg/L result in an accumulation in soil and
increase toxicity to aquatic life [5,6]. Among the different anthropogenic sources of boron are agricultural
products (micro-fertilizers), insecticides, glass manufacturing, domestic products (soaps, detergents, laundry
powders), fire retardants, anti-freeze formulations, power generation using coal and oil, insulation and textilegrade fibers, and mild antiseptics [1–4,6]. Boron is one of the most important micro-nutrients for plants, and is
essentialfor plant growth. However, boron is beneficialto plants only in small quantities,as excessive amounts
are injurious and even lethal.Irrigation with more than 1mg B/L is harmfulto most plants[7]. The sensitivity of
plantsto boron ranges from values lower than 0.5 mg/L up to 15 mg/L.
Boron is a commonly known drinking water contaminant that affects the reproductability of living
273

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

organisms [8]. Due to itsinteraction with the environment,the boron concentration in both, drinking water and
wastewaters discarded to the environment, is strongly limited according to the W H O and European Union
regulations [9,10]. The maximum boron levelin drinking water was set at 0.5 mg/L and at 1 mg/L in the case of
wastewaters discarded to the environment.
Of particular interest is the removal of boron by RO and NF membranes which are nowbeing used
increasingly in sea/brackish water desalination and wastewater reclamation. At pH above
the pKa of boric acid (9.25 at25 ◦C),theionic borate species predominates and itsremoval by RO and NF
membranes is relatively high [11,12]. However, at the pH of natural waters and wastewaters, boron occurs as
boric acid and, consequently,the rejection ofthis uncharged species by RO and NF membranes isrelatively low
[13,14]. Therefore, meeting the stringentlimits for boron in drinking water as set by the W H O and the EU (0.5
and 1mg/L, respectively) is a major challenge when using RO/NF membranes with natural waters and
wastewaters [15,16].
Boron rejection by RO/NF membranes can be increased significantly by adjusting the pH of the feed
watertolevels above the pKa of boric acid (i.e.,pH&gt; 9.25).For example, at pH 10, boron rejection was reported
to increase to 99 and 93% for seawater and brackish water RO membranes, respectively, whereas at pH 11 the
corresponding boron rejection values increased to 99.5 and 99%, respectively [17]. A specially designed, high
boron rejection membrane was evaluated by Taniguchi et al. and was shown to reject 94–96% boron at pH 8.
With this high boron rejection seawater RO membrane, a single-pass RO operation resulted in low boron
concentration in the product water. Other combinations of seawater RO membranes followed by a selective ion
exchange resin can achieve higher boron removal, but the cost may be prohibitive due to regeneration of the
resins [18].

2. Experimental
All experiments were performed with pure solutions of boron in distilled water. The pH of the solutions
was adjusted using either 0.1 M NaOH stock solution or 0.2 M HCl. All chemicals used were of reagent grade
quality. In order to assess the influence of different solution properties on the rejection of boron, membrane
separation experiments were performed in a bench scale membrane filtration module unit operated at 15-25 bar
pressure at room temperature. The unit was equipped with either a NF membrane sheet made of polyether
sulphone of 14 cm2 netfiltration area.
The solutions were recycled through the membrane from a 10 L feed reservoir and 10 ml permeate
samples were collected for analysis as indicated. Solutions of 1500, 3000 and 4500 mg/l average boron
concentration were used inthe NF experiments. The influence ofthe feed pH on the complexation and further on
membrane rejection was examined in a pH range of 6,5-11,0. All experiments were repeated 2–3 times. Fig. 1
presents a schematic description of the cross-flow test unit. Boron rejection was calculated from the measured
total boron concentration in the permeate (Cp) and in the feed solution (Cf) according to the following equation:

Re jection = 1 −

274

Cp
Cf

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Fig. 1. Schematic description of the batch NF test unit.
1. Me mbrane cell, 2. Feed tank,3. Pomp, 4. Manometer, 5. By-Pass, 6. Flowmeter, 7. Manometer,
8. Control panel, 9. Valf, 10.Changer, 11.Analytic balance, 12. Beher, 13. Computer
The parameters used experiments were shown at Table 1 and specifications ofthe membranes were given
at Table 2.

Parameter

Range of parameter

Pressure (atm)

15, 20, 25

Flow rate (L/dak)

2, 4, 8

Boron
concentration
1500, 3000, 4500
(mg/L)
Table 1. Parameters used in nanofiltration experiments
Material
pH
Max. temperature
Max.
operation
pressure(atm)
M W C O (Dalton)

Hydrophilic
polyetersulphon
0-14
95 o C
40
1000

Table 2. Specifications ofthe membranes used in nanofiltration experiments

3. Results and Discussion
In this study,it was investigated to removable of boron industrial wastewater by filtration. Nanofiltration
was selected as filtration process. Borax solutions with different concentration were prepared. Initial boron
concentration, pH, flow rate and pressure were selected as operational parameters. Obtained experimental data
shown that boron was not removed by nanofiltration process. Borate molecules size was increased with a
chemical substance in order to achieve boron removal by nanofiltration. In the lied this aim, Dimethyl
sulphoxide (D MSO) was added to boron solutions. These experiments were replicated.

275

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

3.1. The effect of D MS O amount on boron removal efficiency
To evaluate this effect, a series of experiments were performed, using solution containing boron of 4500
mg/L. The effect of D MSO amount on the boron removal was examined at 2.5, 5, 10, 20, 30, 40, 50 and 60mL.
Initial pH of 9.35,temperature 293 K, stirring time 15 min and stirring speed of 300 rpm were kept constant in
the experiments. Obtained experimentalresults were shown graphically in Figure 2.
100

14
12

80
60

8

40

6

pH

% removal

10

4
removal
efficiency

20

2

pH

0
3

5

10

20

30

0
40

50

60

DMSO amount, mL

Figure 2. The effect of DMSO amount on boron removal efficiency
As seen Figure 2, boron removal increased with increasing the D MSO amount. It was thought that
increasing boron removal was resultfrom reaction between D MSO and aqueous media. Because ofthisreaction,
a fraction of water was not used as solvent. D MSO attached to a fraction of water in solution as following
reactions;

DMSO.2 H 2 O DMSO
→ DMSO.H 2 O + H 2 O
DMSO
DMSO.H 2 O → DMSO.HOH .DMSO

(1)
(2)

D MSO has a characteristic of compose of hydrogen band. W hen D MSO was added to aqueous media,it
composed doughty hydrogen band. In this situation, water as used solvent decreased and borax precipitated.
3.2. The effect of boron concentration on boron removal efficiency
The effect of initial boron concentration on the boron removal was examined with solutions including
boron of 500, 1500, 3000, 4500 and 7500 mg/L. D MSO amount of 30 mL, optimum pH of 9.35, solution
temperature 293 K, stirring time 15 min and stirring speed of 300 rpm were kept constant in the experiments.
The results obtained were shown graphically in Figure 3.

276

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

80
70

% removal

60
50
40
30
20
10
0
0

2000

4000

6000

8000

boron concentration, mg/L

Figure 3. The effect of boron concentration on boron removal efficiency
As seen Figure 3, increasing boron concentration increased boron removal efficiency. The reason of
increasing boron removal efficiency was added to constant D MSO amount to solutions. Therefore, constant
D MSO amount was decreased the same amount of water as used solvent. The solutions with high initial boron
concentration were reached to saturation values.
3.3 Nanofiltration experiments
Inthis section ofthe study, nanofiltration was investigated for removal of crystals obtained from reactions
between boron and D MSO. Parameters at Table 1 were used in these experiments. The capable of filtration of
solutions with boron and DM S O was investigated wit cross flow membrane filtration. The results obtained
experiments shown that boron removal efficiency was highest at 15 atm pressure and 4 L/min flow rate. The
results obtained from experiments investigating the effect of pressure and flow rate on boron removal were
demonstrated in Figure 4 and Figure 5,respectively.
70
60

% removal

50
40
30
20

15 atm
20 atm

10

25 atm

0
0

5

10

15

20

25

30

35

time, min

Figure 4. The effect of pressure change on boron removal (4500 mg/L boron concentration, 4 L/dak flow rate)
The results obtained from experiment with different initial boron concentration and constant D MSO
amount were demonstrated graphically in Figure 6. 15 atm pressure and 4 L/min flow rate were kept constantin
277

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

the experiments.
70

% giderim verimi

60

50

40
2 L/dak
4 L/dak

30

8 L/dak
20
0

5

10

15

20

25

30

35

zaman, dak

Figure 5. The effect of flow rate on boron removal (4500 mg/L boron concentration, 15 atm pressure)
As seen Figure 6, increasing initial boron concentration increased boron removal efficiency. Increasing
boron concentration came near to saturation concentration of borate in solution. Therefore, increasing boron
concentration increased removal efficiency with the assistance of constant DMSO amount.
80
70

% giderim verimi

60
50
40
30
1500 ppm

20

3000 ppm

10

4500 ppm
0
0

10

20

30

40

zaman, dak

Figure 6. The effect ofinitialboron concentration on boron removal efficiency by nanofiltration

References
[1] Y. Magara, A. Tabata, M. Kohki, M. Kawasaki, M. Hirose, (1998) Development of boron reduction system for sea water
desalination, Desalination 118 25–33.
[2] S. Sahin, (2002) A mathematical relationship for the explanation of ion exchange for boron adsorption, Desalination 143
35–43.
[3] C. Yazbeck, W. Kloppmann, R. Cottier, J. Sahuquillo, G. Debotte, G. Huel, (2005) Health impact evaluation of boron in
drinking water: a geographical risk assessment in northern France, Environ. Geochem. Health 27 419–427.
[4] D.L. Harp, (1997) Modifications to the azomethine-H method for determining boron in water, Anal. Chim. Acta 346
373–379.

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�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

[5] A.R. Dincer, (2004) Use of activated sludge in biological treatment of boron containing wastewater by fed-batch
operation, Process Biochem. 39 723–730.
[6] A.E. Yilmaz, R. Boncukcuoglu, M.M. Kocakerim, B. Keskinler, (2005) The investigation of parameters affecting boron
removal by electrocoagulationmethod, J. Hazard. Mater. 125 160–165.
[7] L. Melnyk, V. Goncharuk, I. Butnyk, E. Tsapiuk, (2005) Boron removal fromnatural and wastewaters using combined
sorption/membrane process, Desalination 185 147–157.
[8] R.E Linder, (1990), Effects of acute exposure to boric acid on the male reproductive system of the rat. J. Toxicol.
Environ. Health, 31 133–146.
[9] WHO, Guidelines for drinking water quality, 3rd ed., vol. 2, WHO, Geneva, 1998.
[10] A.J. Wyness, R.H. Parkman and C. Neal, (2003) A summary of boron surface water quality data throughout the
European Union. Sci. Total Environ., 314–316 255–269.
[11] A. Sagiv, R. Semiat, (2004) Analysis of parameters affecting boron permeation through reverse osmosis membranes, J.
Membr. Sci. 243 79–87.
[12] M. Taniguchi, M. Kurihara, S. Kimura, (2001) Boron reduction performance of reverse osmosis seawater desalination
process, J. Membr. Sci. 183 259–267.
[13] D. Prats, M.F. Chillon-Arias, M. Rodriguez-Pastor, (2000) Analysis of the influence of pH and pressure on the
elimination of boron in reverse osmosis, Desalination 128 269–273.
[14] J. Redondo, M. Busch, J.-P. De Witte, (2003) Boron removal from seawater using FILMTEC high rejection SWRO
membranes, Desalination 156 229–238.
[15] Council of European Communities, Directive 98/83. (1998)On the quality of water intended for human consumption. EC
Official J., L330–L341.
[16] WHO. Guidelines for drinking-water quality, first addendum to third edition, vol. 1, 2006 Recommendations, 3rd ed.,
WHO,
[17] C. Fritzmann, J. Lowenberg, T. Wintgens, T. Melin, (2007) State-of-the-art of reverse osmosis desalination,
Desalination 216 1–76.
[18] M. Taniguchi, Y. Fusaoka, T. Nishikawa, M. Kurihara, (2004)

Boron removal in RO seawater desalination,

Desalination 167 419–426.

279

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                <text>Turkey has the richest boron reserve in the world. Colemanite and Tincal, which are  some of the ores produced in Turkey, are used in the production of Boric Acid and Sodium  Perborates, respectively. As a result of this production process, the amount of solid waste and  wastewater is quite high and in order for these wastes to not cause different environmental  problems, they must either be disposed in some way or the boron they contain must be  removed. In this study, the removal of boron from synthetic waters by nanofiltration was  investigated. It was investigated operational parameters such as boron feed concentration, pH,  pressure and flow rate at boron removal experiments. DMSO was used as complex agent and  it was thought that DMSO forms a complex with water. Boron removal was not obtained at  experiments, which was not used DMSO. The separation of the solid boron compound was  studied in a wide range of conditions by nanofiltration (NF). The best result with DMSO was  290 ppm effluent boron concentration for 3000 ppm influent boron concentration with  efficiency of 92%. In the final stage, cross-flow membrane filtration was used for the  separation of solid-liquid. The result of this study showed that the boron recovery efficiency  was as high as 95% from the wastewater.</text>
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                    <text>1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Effect of Blended Cements Produced with Natural Zeolite and Volcanic
Tuffs on Sulfate Resistance of Concrete
Cenk Karakurt
Department of Construction
Bilecik University
Turkey
cenk.karakurt@bilecik.edu.tr
Đlker Bekir Topçu
Department of Civil Engineering
Eskisehir Osmangazi University
Turkey
ilkerbt@ogu.edu.tr

Abstarct: In this study, influence of blended cements produced with different types of
pozzolans on sulfate resistance of concrete was investigated. For this reason, Manisa Enli
Mining crushing waste natural zeolite (clinoptilolite) and two different types of volcanic tuff
supplied from Eskişehir and Nevşehir region were used in blended cement production
According to mechanical performance of these blended cements, sulfate resistance
experiments were carried out in accordance with ASTM C 1012 code. The mechanical
properties of the blended cements were determined on 40x40x160 mm mortar specimens. The
25x25x285 mm mortar bar specimens were produced in order to determine the length changes
of the specimens under sulfate attack. Mortar bar specimens were cured in 10% Na2SO4
solution for 6 months. The length changes and mechanical properties of the mortar specimens
with different types of blended cements showed that, zeolite and volcanic tuffs reduces the
ettringite formation when compared with ordinary CEM I 42.5 reference specimens.

Introduction
Concreteis one ofthe most widely used construction material, owing toits good durability to costratio.
However, when subjected to severe environments its durability can significantly decline due to corrosion of
embedded reinforcement and/or degradation ofthe concrete(Roy et al.,2001). The mostimportant parameter on
concrete performance is the properties of cement used in concrete production. It is possible to achieve
environmental and economical benefits with utilization of pozzolanic mineral additives in cement production.
The durability problems in concrete and reinforced concrete structures exposing to aggressive environment
effects,lead to the damages in structures before the expected service life. One of the significant concerns in the
design of durable concreteis sulfate resistance.
Deterioration of concrete by sulfate attack is commonly observed in structures exposed to soils or
groundwater containing a high concentration of sulfate ions (Irassar et al., 2000). Sodium sulfate reacts with
calcium hydroxide to form calcium sulfate (gypsum). This reaction proceeds to a greater or lesser extent,
depending on the conditions (Neville, 2004). Ettringite formation is considered to be the cause of most of the
expansion and disruption of concrete structures involved in the sulphate attack (ACI, 1994). The penetration of
sulfateions into the concrete,the calcium monosulfoaluminate crystalsin the paste may convertinto gypsum or
ettringite; this results in a change to a larger molar volume. These volumetric changes cause expansion and
internal stresses, which ultimately weaken and destroy the paste bonds, deteriorating the concrete (Tikalsky et
al., 2002, Topçu, 2006).
To mitigatethis attack, concrete codes recommend a concrete mixture with low water/cement ratio and
containing a sulfateresistant Portland cement. The lowered availability of C3 A can reduce the damage caused by
sulfate attack due to a direct reduction in the quantity of ettringite that can form. Also, ettringite formation in
chloride-rich environments is not associated with expansion and cracking (Santahanam et al., 2006).In addition
to the C3 A content, C3 S/C2 S ratio of cement is also found to be an effective parameter in the sulfate resistance
(Cao et al.,1997, Ramyar &amp; Đnan, 2007). Cements containing higher C3 S content, upon hydration produce
significantly higher quantity of calcium hydroxide which may directly react with sulfate ions of high
concentration (&gt;8000 ppm) to cause gypsum corrosion (Rasheeduzzafer et al.,1990). Gypsum corrosion reduces
the cohesion stiffness and strength ofthe hydrated cement paste.
150

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Under the new specification, various materials can be used freely, but the material design methods of
various cementitious materials must be established to satisfy the performance requirements of concrete (Sakai et
al., 2005). Pozzolanic materials have been widely used as substitutes for Portland cement in many applications
because of their advantageous properties which include cost decrease, reduction in heat evaluation, decreased
permeability, alkali aggregate-expansion control, decreased chemical resistance, reduced concrete drying
shrinkage and the improvementin the properties of fresh concrete (Shi &amp; Day, 2001). Amorphous silica present
in the pozzolanic materials combines with lime and forms cementitious materials. These materials improve the
durability of concrete and the rate of gain in strength and can also reduce the rate of liberation of heat that is
beneficial for mass concrete (Khandaker &amp; Hossain, 2003). Nevertheless, the use of natural and artificial
pozzolans as blend materials for cement has been constantly increasing in order to reduce energy consumption
and CO2 emission without causing any degradation to cement properties.
Zeolites are crystalline alumina silicates with uniform pores,channels and cavities. They posses special
properties like ion exchange, molecular sieves, a large surface area and a catalytic activity which makes them a
preferable material for tremendous industrial applications (Breck, 1971). About 40 natural zeolites have been
identified during the past 200 years; the most commons are analcime, chabazite, clinoptilolite, mordenite and
philipsite. Worldwide production of natural zeolite was estimated at about 3-4 M ton on the basis of recorded
production and production estimates (Virta, 2001). Ratherthan the known application areas, higher quantities of
research (de Gennaro et al.,2004, de Gennaro et al., 2005) concerning the using of natural zeolite, especially
clinoptilolitein concrete applications as pozzolanic cement,light weight aggregates and dimension stone is being
increased in recent years. Zeolitictuffs and amorphous silicatetuffs arethe main natural pozzolansinthe cement
industry. The pozzolanic activity of zeolites depends on their chemical and mineralogical composition. The
pozzolanic properties of zeolites are due totheirreactive SiO2 and Al2 O3, which react with the Ca(OH)2 liberated
during the hydration of cementand convertitinto C–S–H gelsand aluminates. As a result,the micro-structure of
hardened cement concrete isimproved and the concrete becomes more impervious (Gervais &amp; Ouki, 2002). On
the other hand, some waste materials such as fly ash (FA) and ground granulated blastfurnace slag (BFS) can be
used as supplementary cementing material, or artificial pozzolan,in concrete industry. The reactivity of FA and
BFS is supposed to be particularly influenced by the glass content and its composition.
In this study, influence of blended cements produced with different types of pozzolans on sulfate
resistance of concrete was investigated. For this reason, Manisa Enli Mining crushing waste natural zeolite
(clinoptilolite) and two differenttypes of volcanictuffsupplied from Eskişehir and Nevşehirregion were used in
blended cement production. The first group single composition cements are produced by grinding different
pozzolans replacing clinker, provided from Çimsa Cement Factory, at the ratios of 10, 20, 30, 40 and 45%
together with gypsum stone in a ball mill. The second group composite cements are produced with 20-30%
replacement ratios in binary replacement compositions. According to mechanical performance of these blended
cements, sulfate resistance experiments were carried out in accordance with AST M C 1012 code (AST M C
1012, 2002). The mechanical properties of the blended cements were determined on 40x40x160 mm mortar
specimens. The 25x25x285 mm mortar bar specimens were produced in orderto determine thelength changes of
the specimens under sulfate attack. Mortar bar specimens were cured in 10% Na2 SO4 solution for 6 months. The
length changes and mechanical properties ofthe mortar specimens with differenttypes of blended cements were
determined and analyzed in order to obtain a durable cement composition against sulfate attack.

Experimental Study
The raw materials of blended cement compositions were supplied from different sources. Cement
clinker, gypsum limestone and Eskişehir trass were supplied from Çimsa Eskişehir cement factory. Natural
zeolite in clinoptilolite form was provided from Manisa Gördes region and Nevşehir Tuff was supplied from
Nevşehir-Đnli region. Chemical analyses of the materials were made by means of X-ray spectrophotometer
(XRF) and the test results are given in Table 1. In this study, 24 different types of blended cement mixes with
zeolite (Z), Eskişehir tuff (ET) and Nevşehir tuff (NT), replacement of 10, 20, 30, 40 and 45% by weight, 5%
limestone for particle size arrangement and 3% gypsum were produced by intergrinding these materials in ball
mill. These are defined as first group. According to compressive strength results of first group cements, the
optimum replacement ratio of additives was found as 20 and 30% of clinker. Then the second group mixes were
designed by means of 20 and 30% replacement ratio as binary composition. These blended cements were
compared with reference to CE M I 42.5 ordinary Portland cement in experimental studies.

151

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Chemical
Co mposition
SiO2

Clinker,
%
20.98

Clinoptilolite,
%
62.78

Eskişehir
Tuff, %
61.12

Nevşehir
Tuff, %
59.37

Al2 O3

5.55

10.66

12.32

14.46

Fe2 O3

3.85

4.20

6.51

6.99

CaO

65.85

2.37

4.28

5.82

Mg O

1.12

1.10

5.88

4.99

K2 O

0.53

0.74

1.73

2.66

Na2 O

0.14

0.35

2.44

2.52

SO3

0.97

-

0.1

-

Table 1: Chemical composition ofthe raw materials.
The prepared cement mortars with the produced cements were castin 40x40x160 mm prismatic moulds
according to TS EN 196-1. The mortar specimens were removed from the moulds after 1 day and were then
cured inlime saturated water at 20±1°C untilthe age of considering strength test. Atthe end ofthe curing period
(2, 7, 28 and 180 days), mortar specimens were subjected to compressive strength test(TS EN 196-1, 2002).
Mortar bars were prepared according to AST M C 1012 in dimension with 25x25x285 m m and
40x40x160 mm in orderto determine the effects of sulfate on differenttypes of produced blended cements. After
the initial curing period, specimens were demolded and cured in lime saturated water (23 ± 1.7 °C) until the
mortar cube specimens gained a compressive strength of 20 MPa as described by ASTM C 1012 (Sahmaran et
al., 2007). Upon reaching a compressive strength of 20 MPa, the performance of cements under sulfate-attack
were determined weekly through expansion measurements of mortar bars with which are immersed in 10%
Na2 SO4 solution for one year. During this curing cycle, compressive strength and ultrasound pulse velocitytests
were carried outto determine the mechanical and physical properties of different blended cement mortars.

Results and Discussion
Co mpressive Strength
The aim of this study is to determine the strength development and sulfate resistance of different
pozzolan blended cements. The mechanical performance of produced blended cements was determined by
compressive strength test. The considered testresults are given in Table 2. The compressive strength testresults
showed different behaviors depending upon the replacement ratio of pozzolans and age of the mortar specimens.
In the early stage of cement hydration, Ca(OH)2 from the hydrating paste was incorporated into the pozzolan
structure and led to the formation of hydration producttype C-S-H and hydrated aluminate phases (Topçu et al.,
2008). According to compressive strength resultsthe early age strengths of blended cements were reduced with
increasing amounts of replacement ratio. At the age of 28 days, the compressive strength values of zeolite
blended cements were higher than reference CE M I 42.5 cement up to 40% replacement ratios. Moreover at 180
days, the compressive strength of BFS, FA and zeolite blended cements reached approximately 57 MPa
depending on the pozzolanic reaction of the considered mineral additive. This result was higher than the
reference ordinary Portland cement mortars (50 MPa). According to mechanicaltesting results,it may be stated
thatlong term strength performances of natural zeolite (clinoptilolite) and Eskişehirtuff blended cements were
better than reference CE M I 42.5 type cement. A comparison based on strength development indicates that the
replacement of zeolite and volcanic tuffisthe most effective method in blended cement production.

Sulfate Resistance
According to compressive strength test results, the optimum usage of mineral additive in blended
cement mixtures was found as 30% replacement ratio. Forthis reason the sulfate resistance tests were carried on
30% blended cements. The volume expansion of mortar bars was measured with 0.001 mm sensitive comparator
for 6 months in order with AST M C 1012 code. According to AST M C 1157 the expansion limits of hydraulic
cements were 0.10% and 0.05% at 26 weeks as moderate sulfate resistant and high sulfate resistant,respectively
(AST M C 1157, 2000). Also 0.10% expansion limit was suggested for high sulfate resistant cements. Volume
152

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

expansion of different cement mortars which immersed in 10% Na2 SO4 solution for 26 weeks are given in Fig. 1.
Co mpressive Strength, MPa
Ce ment
Code
2 Days
7 Days
28 Days
180 Days
45.25
50.69
CE M I 42.5
22.00
30.43
12
.31
46
.90
57.15
ZBC-10
22.56
11.23
48.28
54.89
ZBC-20
20.38
10.97
45.37
53.06
ZBC-30
18.56
7
.25
39
.65
50.65
ZBC-40
17.25
6.95
38.13
48.38
ZBC-45
15.03
44
.65
51.06
ETC-10
11.60
28.80
42.31
50.93
ETC-20
9.68
26.81
40.47
48.78
ETC-30
10.31
24.18
36
.46
44.38
ETC-40
8.80
20.52
35.34
43.25
ETC-45
6.00
16.50
42
.96
47.65
NTC-10
11.93
21.25
42.71
45.13
NTC-20
11.18
16.87
36.59
43.74
NTC-30
8.12
15.6
32
.28
40.68
NTC-40
5.67
14.00
28.81
39.23
NTC-45
4.32
12.5
11.51
21.78
36.25
ZBETC-20
43.67
10.45
20.37
35.75
ZBVTC-20
44.43
10.56
20.13
34.56
ETVTÇ-10
41.43
8.24
18.25
33.16
ETVTÇ-20
40.20
12.87
26.12
43.81
ETZKÇ-10
54.65
10.12
23.21
43.46
ETZKÇ-20
52.32
9.07
18.09
32.52
VTETÇ-20
41.6
12.56
23.50
42.96
VTZKÇ-10
53.72
11.43
22.90
40.00
VTZKÇ-20
45.75
Table 2: Compressive strength testresults of produced blended cements.

Length Change, % sdf

As seen from Fig.1 reference mortar specimen produced with CE M I 42.5 reaches as 0.518% above the
0.10% expansion limit after 26 weeks sulfate exposure period. Also, mortar bar expansion of ETC-30 type
cement produced with 30% Eskisehirtuffreplacement ratio was determined as 0.109% a little bit higherthan the
reference line on Fig.1.

0.14
0.12

CEM I 42.5
ETC-30
ETZBC-20

ZBC-30
NTC-30
NTZBC-20

0.1
0.08
0.06

Expansion limit

0.04
0.02
0
Cement Types
Figure 1: The length changes of mortar bar specimens.

On the other hand, blended cements produced with clinoptilolite and Nevşehir tuff were varied around 0.02%.
These results are lower than reference CE M I 42.5 ordinary Portland cement. It can be concluded that
153

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

performance of ZBC-30, NTC-30, ETZBC-20 and NTZCB-20 can be defined as high sulfate resistance cements.
The physical deterioration of mortar specimens are given in Fig.2. At the end of 6 months curing regime
ordinary Portland cement mortarlostits volume stability and stiffness. However, clinoptilolite and Nevsehirtuff
blended cements did not change their shape.

NT C-30

ZBC-30

CE M I 42.5

Figure 2: Physical deterioration of mortar bars at 6 months sulfate exposure.
According to these results natural zeolite blended cements is more durable than ordinary Portland
cement, under aggressive sulfate environments.It also seemsthat asthe proportion ofthe replacement of clinker
by pozzolanic materialincreased,the sulfate resistance of the mixture also increased. This conclusion, which is
in accordance with other research results indicates that the decrease of C3 A content of the mixture in
combination with the reduction of large pores caused by the pozzolanic reaction, are more criticalthan the total
porosity alone (which increases as the w/c ratio also increases) when sulfate resistance is of primary interest
(Sideris et al., 2006).
Mechanical behavior of different cement mortars during the sulfate test were investigated with
compressive strength test results. As seen from Table 3 compressive strength of CEM I 42.5 cement was
increased up to 59 MPa more rapidly than other cements at early ages. This increase should be attributed with
the supplementary ettringite formation in the C-S-H structure of the composite. However,atthe end of 8 weeks
this trend changed and strength reduction occurred with the expansion of ettringite salt in the composite
structure. The same behavior was seen on ETC-30 specimens. On the other hand ZBC-30 and NTZBC-10
cement mortars were increased their compressive strength 61.00 MPa and 64.32 MPa respectively, atthe end of
the experimental study. Compressive strength test results show a good agreement with volume expansion of
cement mortars.

ETC-30

NTC-30

ETZBC-20

NTZBC-10

1
2
3
4
8
13
15
20
26

ZBC-30

Curing Time,
weeks

CEM I 42.5

Co mpressive strength, MPa

20.43
34.13
40.23
48.54
59.28
55.06
54.30
52.55
38.32

21.03
28.30
34.30
44.54
52.31
54.19
58.45
60.14
61.00

20.40
26.44
35.86
42.93
47.29
50.95
52.87
51.37
50.55

21.50
29.35
36.57
43.56
45.91
47.58
48.01
49.26
49.27

20.50
27.84
37.50
41.25
51.82
52.13
53.05
55.50
59.05

20.74
32.65
40.14
47.05
58.17
61.95
63.23
64.11
64.32

Table 3: Compressive strength variation of blended cements under sulfate exposure for 26 weeks.
154

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Ultrasonic methods are generally used for analyzing the porous structure, mechanical strength of
concrete and to detectinternal defects(voids,cracks, delaminations,etc.)(Lafhaj etal.,2006). Mortar specimens
were subjected to UPV testto determine the crack formation of the composite material.As seen from Table 4,
the UPV values of mortars were increased with the curing time. However,the ultrasound pulse velocity (UPV)
value of CE M I 42.5 specimen was reduced after 8 weeks exposure time. This significantreduction showed that
the increasing volume expansion of the composite structure was the cause of the initial crack formation. Higher
C3 A content of ordinary Portland cement causes rapid ettringite formation in the composite structure compared
with othertypes of cements. The same UPV reduction occurred for Eskisehirtrass used ETC-30 blended cement
specimen. On the other hand, ZBC-30, ETZBC-20 and NTZBC-20 blended cements were increased the UPV
values purposefully with the pozzolanic reaction between mineral additives and Ca(OH)2.

ETC-30

NTC-30

ETZBC-20

NTZBC-10

1
2
3
4
8
13
15
20
26

ZBC-30

Curing Time,
weeks

CEM I 42.5

Ultrasound Pulse Velocity, km/sec.

3.554
4.074
4.244
4.374
4.594
4.327
4.247
4.201
3.770

3.433
3.751
4.055
4.288
4.134
4.144
4.165
4.232
4.255

3.421
3.612
4.123
4.156
4.166
4.266
4.371
4.312
4.213

3.496
3.720
4.138
4.213
4.301
4.347
4.350
4.432
4.432

3.473
3.671
3.878
4.033
4.155
4.177
4.180
4.188
4.210

3.562
4.000
4.265
2.310
4.419
4.481
4.520
4.597
4.637

Table 4: Ultrasound pulse velocity variation of blended cements under sulfate exposure for 26 weeks.

Conclusions
Improving the durability of concrete structure members is an important point to achieve a sustainable
developmentin structure industry. Prolonging the service life of concretein aggressive environmentsis possible
with increasing the durability of these members. The sulfate resistance of concrete is related with the ettringite,
gypsum and thaumasite formation in the composite. The main cause of ettringiteis C3 A content of cement used
in concrete. Ordinary sulfate resistance cements are low C3 A (less than 5%) cements. According to test results
zeolite blended cements showed high sulfate resistance performance against reference Portland cement.
Utilization of economic blended cementsin sulfate environments has beneficial effects on concrete durability.

References
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resistance of concrete. Cement and Concrete Research, 31, 1809-1813.
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pozzolana. Cement and Concrete Composites, 22, 361-368.
Neville, A. (2004) The confused world of sulfate attack on concrete. Cement and Concrete Research, 34, 1275-1296.
Tikalsky, P.J., Roy, D., Scheetz, B., &amp; Krize, T. (2002) Redefining cement characteristics for sulfate-resistant Portland
cement, Cement and Concrete Research, 32, 1239-1246.
Topçu, Đ.B. (2006) Materials of construction and concrete. Ugur Offset, Eskisehir.
ACI Committee 201. (1994) Guide to durable concrete. ACI manual of concrete practice Part 1. Detroit, Mich.

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Santahanam, M., Cohen, M., &amp; Olek, J. (2006) Differentiating seawater and groundwater sulfate attack in Portland cement
mortars. Cement and Concrete Research, 36, 2132-2137.
Cao, H.T., Bucea, L., Ray, A., &amp; Yozghatlian, S. (1997) The effect of cement composition and pH of environment on sulfate
resistance of Portland cements and blended cements. Cement and Concrete Composites, 19, 161–171.
Ramyar, K., &amp; Đnan, G. (2007) Sodium sulfate attack on plain and blended cements. Building and Environment, 42, 13681372.
Rasheeduzzafer, D.F.H., Al-Gahtani, A.S., Al-Saadoun, S.S., &amp; Bader, M.A. (1990) Influence of cement composition on the
corrosion of reinforcement and sulfate resistance of concrete. ACI Materials Journal, 87, 114–122.
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Research,35, 1135-1140.
Shi, C., &amp; Day, R.L. (2001) Comparison of different methods for enhancing reactivity of pozzolans. Cement and Concrete
Research,31, 813-818.
Khandaker, M., &amp; Hossain, A. (2003) Blended cement using volcanic ash and pumice. Cement and Concrete Research, 33,
1601-1605.
Breck, D.W. (1971) Zeolite molecular sieves: structure. New York: Wiley Chemistry and Uses.
Virta R.L. (2001) Zeolites. U.S. Geological Survey Minerals Yearbook.
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for lightweight aggregates. Applied Clay Science, 25, 71-81.
de Gennaro, R., Cappelletti, P., Cerri, G., de’ Gennaro, M., Dondi, M., &amp; Langella, A. (2005) Neopolitan yellow tuff as raw
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Sideris, K.K., Savva, A.E., &amp; Papayianni, J. (2006) Sulfate resistance and carbonation of plain and blended cements. Cement
and Concrete Composites, 28, 47-56.
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156

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Topçu, ilker Bekir</text>
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                <text>In this study, influence of blended cements produced with different types of  pozzolans on sulfate resistance of concrete was investigated. For this reason, Manisa Enli  Mining crushing waste natural zeolite (clinoptilolite) and two different types of volcanic tuff  supplied from Eskisehir and Nevsehir region were used in blended cement production  According to mechanical performance of these blended cements, sulfate resistance  experiments were carried out in accordance with ASTM C 1012 code. The mechanical  properties of the blended cements were determined on 40x40x160 mm mortar specimens. The  25x25x285 mm mortar bar specimens were produced in order to determine the length changes  of the specimens under sulfate attack. Mortar bar specimens were cured in 10% Na2SO4  solution for 6 months. The length changes and mechanical properties of the mortar specimens  with different types of blended cements showed that, zeolite and volcanic tuffs reduces the  ettringite formation when compared with ordinary CEM I 42.5 reference specimens.</text>
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                    <text>1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Comparative Analysis Of Ict Performances Of Turkey And Bosnia And
Herzegovina By Custom Scorecard Model
Selahattin Kaynak
Ataturk University,
Ispir Hamza Polat VocationalTraining School
Erzurum Turkey
skaynak @atauni.edu.tr
Hüseyin Özer
Ataturk University
Faculty of Economics and Administrative Sciences
Department of Economics, Erzurum Turkey
hozer@atauni.edu.tr

Abstract: Information and Com munication Technologies (ICT), being com monly

used in allthe sectors of an economy and one of the most important driving forces
for social development in the last 20 years,facilitated to product goods and service
for producers. Besides that, ICT has been begun to substitute other production
factors, by reason of being cheaper of communication tools such as computer or
internet and the changes observed in these tools. As it is looked consumers'
perspective, falls of the prices and the high performance in these technologies
reasoned in being used ofthem in every moment of daily life.
The main purpose of this study is to compare the ICT performances of Turkey and
Bosnia Herzegovina, based on the data set of the World Bank. KA M'S Custom
Scorecards model developed by the World Bank has been used in the study. As a
result of the analyses, it has been found that Turkey has delivered a better
performance in generalthan Bosnia Herzegovina has done, except for the variables
of Internet Users and Price Basket for Internet.
Keywords: ICT, Custom Scorecards, Turkey, Bosnia And Herzegovina

1. Introduction
Nowadays, information stored or newly generated in any place in the world are transmitted to
corporations located in another locations by means of ICTs. In economic concept that approach defined as
externality creates opportunity for organizations which fails to generate information to provide welfare as
operators. So it creates supportfor the productivity of organizations (Saygılı, 2003:100). Further to rapid fallin
the prices of computer and similar technological communication devices applications and expansions of ICT
earned acceleration. As the natural outcome of that circumstance, ICT devices regularly and in significantlevel
have been substituted instead of classical production factors such as labor and capital (Dursun and Vardareri,
2007:76).
Intense and fast sophisticationsin ICT deeply affected economic and sociallife. That occlusion presently
keeps its influence in increasing amount dynamically. ICT emerging as the indispensable component of public
life connecting producers,consumers and state on a network setting moved economic operations related to goods
and services to electronic environment. That related process operating in a different situation compare to
traditional economic activities, enabling markets to possess transparent structure availed cost advantages in the
production of plenty of goods and services. Rapid expansionsin ICT resulted in consumer satisfaction.
Technological innovations transforming socio-economic life styles and cultural forms are considered as
the discoveries of paper, printing house, telegram, steam machine, computer and internet. Discovery of paper
and printing house while leading to expansions of information accumulation owned by mankind, discovery of
steam machine has been a corner stone for the domination of mankind to element and mankind commenced to
apply those mechanical settings instead of living tissues as production and transportation purpose. Telegram,
telephone,telex, computer and internet communication devices applied by humans created transformation in
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time and location perceptions and by means of ICT devices data flow accelerating in an extraordinary way led to
widespread of innovations in various field (Yücel, 2006:6).ICT facilitating education and business life, enabled
fast and productive communication emerged newly arising professional fields, eliminating some of the
monotonous occupations.
Rapid advancements in the field of ICT developed a new dimension in competition. Competitive force
based on cheap labor and natural resources has been substituted by technological manufacturing processes
adequately strong to compete in international markets. Corporations are providing increasing gains from ICT in
their competition (Nelson, 2006). Those organizations applying advanced technologies are also providing great
utilities in competitive power. In line with those developments, globalization in competition motivates
organizationstointensifytheirinvestmentsininformation,qualified staff and information technologies. Because
most fundamentalfeaturesin competition are concentrated on information.
Eventually, ICT devices transform the world into a great village. At the present time, none of the
transformations remain in domestic and nationallimits. Development or a method in somewhere on earth easily
affects firms established in some other pars. Corporations for avoiding negative impacts from the advancements
and to foresee the sophistications earlier and to gain information about those developments obliged to make
adaptations (Ekinci, 2006: 56).

2. Summary Of Literature
Aboutthe overall performances ofICT studiesinliteratureinterrelations between production, value added
and productivity performed by ICT after 1990 have been investigated. Even though there is no consensus,ICT is
found creating great effectin economic growth enabling productivity rise (Jorgenson and Stiroh 2000; Scarpetta,
et. Al. 2000; Oliner and Sichel,2000).
Empirical analysis,for example,long term productivity rise afterthe second part of 1990s indicates that
approximately half of the productivity rise experienced two folds was originated from ICT sectors (Oliner and
Sichel, 2000: 11).
At the corporate level in executed lots of studies, a statistically positive correlation was found between
ICT and productivity. Because, investigation at corporate level allows to measure the ICT’s impact over the
quality and diversification of manufacturing process. However, excessively combining the data may musk those
effect (Dewan and Kraemer, 2000:549). In the content of studies evaluating the subject in terms of micro
econometric way, ICT’s positive contribution to the productivity rise will be found much easily.In that respect,
for 1987-1991 era at the end of the investigation held by Brynjolfsson and Hitt over 367 gigantic USA firms
covering 5 years time length subject to outcomes ICT expenses were found creating significant gains at
corporate productions and productivity (Dursun &amp;Vardareri, 2007). In a comparative analysis executed in
Greece and Switzerland on the firms competing in a big size sector was founded statistically significant positive
effects for physical capital,ICT capital, human capital and ‘‘employee voice”-oriented organizational practices
for both samples (Arvanitis and Loukis, 2009: 43). Technology was adopted earlierin USA compare to Europe.
In some of the countries adopted technology earlier and established required economic supports and legal
organizations ICT created greater gain for productivity growth. ICT’s lesser impact over the productivity in
Eurpoean countries compare to USA proves that(Matteucci&amp; O’Mahony &amp; Robinson &amp; Zwick, 2005: 359).
On the other hand, in macro studies Yamak and Kolçak (2007) provided different outcomes subject to
developed and developing nations. ICT’s impact over economic growth found positive in developed and newly
industrialized nations but, in developing nations no support has been created (Lee, Gholami and Tong, 2005:
2009). By means of using plenty ofindustrial data from USA and England in a study executed by dynamic panel
data method, ICT has been found creating significant and positive effect(O’Mahony and Vecchi, 2005:615). In
Spain in orderto find outthe contribution of ICT over economic development positive impact over productivity
levels was found (Martinez, et all, 2008: 1596).
ICT is creating direct and indirect effects for labor market. Employment rise in ICT sector and
productivity level is usually at higher levels compare to alternative sectors. Demand for labor force possessing
skills to use ICT devices is rising up. In an application performed for Spanish firms a positive correlation
between the ICT and skill development was found (Bayo-Moriones et all., 2008:122). Searching out ICT’s
influence on labor productivity for Turkey forthe era ranging between 1980-2004 estimating ICT’s impact over
labor productivity levels Cobb-Douglas applied productivity function. Findings provided that there is no
significant statistical correlation between ICT investments per labor productivity and labor (Dursun and
Vardareri, 2007:76).
According to Pilat and Lee (2001) ICT’s gain over productivity increase isrestricted in their own sectors.
In plenty of nations globally even productivity made by ICT devices is restrained in infinitesimal magnitude, by
means of policies contributing the expansion of those technologies in economics and their efficient use very
rapid factor productivity rise is provided all around the nation. Ramlan et. al.(2007) the contribution of ICT to
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Malaysian economic growth is the highest at an average of 13 percent for the period 1966 to 2005 against 4.7
percent for Total Factor Productivity (TFP), 9.7 percent for Gross Domestic Product (GDP), 9.6 percent for
capital, and 3.0 percent for labor. In a research study completed in five Asian states (Malaysia, Indonesia,
Philippine, Singapore and Thailand) (Ahmed, 2007:2254) ICTs has been found providing positive impact over
the factor productivity.

3. Methodology
3.1. Purpose of the Research
Purpose of that research is to investigate the performances of Turkey and Bosnia Herzegovina based on
ICT variables and to find out the distance of those two states in the course of transforming into information
societies. There are three reasons to selectthose states.
1. Based on the regional countrywide classification of World Bank under KA M conceptthey are located
in Europe and Middle Asia region consisted of 27 states. First conditions of making comparison of different
states countries have to be located in the same class according to regional income level and humanitarian
development.(http://go.worldbank.org/CY9PINAVF0).
2. According to International Telecommunication Union (ITU), IDI (ICT Development Index) points
states are divided into four sections (High, Upper, Medium, Low). Turkey and Bosnia Herzegovina are classified
inthe same group (Upper) (ITU, 2009: 49).
3. Turkey from the year 1995 forreinforcing the economic relations of Bosnia Herzegovina signed up a
series oflegallaws. At the beginning those laws were “Trade and Economic With Turkey Agreement”, “Mutual
Reinforcements
and
Protections
of
Investments”
and
“Free
Trade
Act”.
(http://www.dtm.gov.tr/dtmadmin/upload/ANL/AvrupaDb/Bosna_Hersek.pdf).
3.2. The Model
In the study World bank’s “Custom Scorecards” model was applied. Custom Scorecards model is an
elastic model enabling the comparison of at least three models. There is no classification to select a variable.
Custom Scorecards model compares ICT performances of the nations and use 12 variables. Those variables are
stated under another nexttitle (http://go.worldbank.org/JGA O5XE940).
3.3.

Data and Variables

In the present study variables applied in the measurement of ICT performances of nations or regions
W orld Bank variables were used as reference. In ICT calculations 12 indicator were used. But, Bosnia
Herzegovina’s ICT Expenditure as % of GDP and Daily Newspapers per 1,000 People and Turkey’s indicators
Daily Newspapers per 1,000 People since there is no data found those indicators were excluded from the
investigations. Custom Scorecards modelis an elastic model an does not have any restrain in variable selection.
Variables going to be applied fortwo countries are depicted down:
• Telephones Per 1,000 People
• Telephone Mainlines Per 1,000 People
• Mobile Phones Per 1,000 People
• Computers Per 1,000 Persons
• TV Households with Television
• International Internet Bandwidth
• Internet Users Per 1,000 people
• Price Basket for Internet, US$ per month
• Availability of e-Government Services
• Extent of Business Internet Use
4.

Empirical Analysis

Date of Bosnia Herzegovina and Turkey covered inthe study forICT variables are converged into standard form
inthe equation (1).
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�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Normalized (u) = 10*(1-Nh/Nc)
(1)
The normalization procedure used in the KA M is as follows1:
1. The actual data (u)is collected from World Bank datasets and internationalliterature for allthe variables and
countries.
2. Ranks are allocated to countries based on the absolute values (actual data)that describe each and every one of
83 variables (rank u). Countries with the same performance are allocated the same rank. Therefore, the rank
equals 1 for a countrythat performs the best among the countriesin our sample on a particular variable(thatis,it
has the highest score),the rank equalsto 2 for a country that performs second best, and so on.
3. The number of countries with higher rank (Nh) is calculated for each country.
4. The following formula is used in orderto normalize the scores for every country on every variable according
totheirranking and in relation tothe total number of countries in the sample (Nc) with available data.
5. The above formula allocates a normalized score from 0 to 10 for each country. 10 isthe top score for the top
performers and 0 the worstfor the laggards.

Variable

Total Telephones per
1,000 People, 2006
Main Telephone Lines per
1000 People, 2006
Mobile Phones per 1,000
People, 2006
Computers per 1,000
People, 2005
Households with
Television (%), 2005
International Internet
Bandwidth (bits pp), 2005
Internet Users per 1000
People, 2006
Price Basket for Internet
(US$ per month), 2005
Availability of e-Gov.
Services (1-7), 2006
Extent of Business
Internet Use (1-7), 2006

Bosnia and
Herzegovina
(Group: Europe and
Central Asia)
actual normalized

Turkey
(Group: Europe and
Central Asia)
actual

normalized

730.00

3.70

980.00

4.81

250.00

4.81

260.00

5.56

480.00

2.96

720.00

5.19

50.00

3.85

60.00

4.62

87.20

1.54

92.20

4.62

39.67

3.60

405.19

6.00

240.00

5.93

170.00

4.07

7.78

8.52

11.61

5.93

2.78

3.75

3.78

7.92

3.80

5.60

3.80

5.60

Table 1: ICT Variable Values of Turkey and Bosnia Herzegovina
As seen from Table 1 according to Custom Scorecards modelICT indicator value sof Bosnia Herzegovina
is stayed in the range of 1.54 and 8.52 and Turkey’s value isstayed between 4.07 and 7.93.
Strongest value of Bosnia Herzegovinais 8.52 value of Price BasketforInternet and lowest value isfound
as 1.54 of Households with Television. According to those values, Bosnia Herzegovina’s Price Basket for
Internet exhibits a good value but Households with Television indicatorremains very low performance.In terms
of the extent of Business Internet Users per 1000 People indicator Bosnia Herzegovina shows a medium level
performance and remaining indicators remain atlow performance levels.
W hen Turkey’s situation is considered it has satisfactory performance in terms of Availability of eGovernment Services, butin terms of Main Telephone Lines per 1000 People, Mobile Phones per 1,000 People,
International Internet Bandwidth, Price Basket for Internet and Extent of Business Internet Use usually it
remains at medium level performance levels. In terms of Total Telephones per 1,000 People, Computers per
1,000 People, Households with Television and Internet Users per 1000 People Turkey generates a low-medium
performance.
W hen the ICT variable values of Turkey and Bosnia Herzegovina are compared Bosnia Herzegovina’s
Internet Users per 1000 People and Price Basketfor Internetratios are found higherthan Turkey and in terms of
remaining rates Turkey has a better position than Bosnia Herzegovina. As a result,ICT variableindicators when
investigated by Custom Scorecards Model, Turkey isfound creating more effortsthan Bosnia Herzegovina in the
way of providing a information society.

1

http://go.worldbank.org/98RUI W A510, 02.05.2009.

269

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Total Telephones per 1,000 People
Extent of Business Internet Use
Main Telephone Lines per
1000 People
Availability of e1,000 People

Mobile Phones per

Price Basket for
Internet (US$ month)

Government Ser.

Computers per
1,000 People

Internet Users per 1000 People

Households with Television (%)

International Internet Bandwidth (bits per person

Figure 1: Spider Charts Form of Bosnia Herzegovina’s ICT Performance
Investigations performed by Custom Scorecards model may be revealed by interferences of Spider charts.
Center of Spider charts converted into standard form indicates to minimum value of 0,its peripheral section
indicates to maximum 10. Therefore,if Spider charts are too wide and greatthat refers to region and country is
meant having a good place.
W hen we look at Figure 1 Spider Chart belonging to Bosnia Herzegovinaisfound having an irregular and
narrow distribution. Except Internet Users per 1000 People and Price Basket for Internet,all other variables are
found to be closerto the center ofthe chart. Especially, Households with Television (%) indicatoris very closer
to the center of the chart. W hen evaluated generally, in terms of ICT Bosnia Herzegovina found spending
inadequate effort.
Total Telephones per 1,000 People
Extent of Business Internet Use
Main Telephone Lines per
1000 People

Availability of eGovernment Services

Mobile Phones per
1,000 People

Price Basket for Internet
(US$ per month)

Computers per
1,000 People

Internet Users per 1000 People
Households with Television (%)
International Internet Bandwidth (bits per person

Figure 2: Spider chart of Turkey’s ICT Performance
W hen we look at Figure 2 Turkey’s Spider Charts shows a regular and well organized distribution but not
in a very wide form. Usually,location ofindicator variables on the chart are massed around 5 indicating medium
level performance. Location of indicator values of Availability of e-Government Services being closer to the
peripheral side of the chart reveals that Turkey is in a good position in that indication. When the chart is
investigated as a whole Turkey’s ICT performance isfound at medium levels.
W hen two countries are compared allindicators of Turkey excluding Price Basket for Internet (US$ per
month) and Internet Users per 1000 People on the chart are found covering the shape of Bosnia Herzegovina.
That circumstance refers to the factthatin Bosnia Herzegovina internet monthly access pocket price is cheaper
and as a result users have widerinternet connection ratio. Highest variation among the indicators of Turkey and
Bosnia Herzegovina is
Availability of e-Government Services indicators. That refersthat Turkey in e-state
services has a much better situation than Bosnia Herzegovina. As a result ofinvestigations completed in overall
meaning Turkey’s performance is betterthan Bosnia Herzegovina.

270

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Bosnia and Herzegovina

Turkey

Total Telephones per 1,000 People
Extent of Business
Internet Use
Availability of ePer 1,000 People

Price Basket for Int.
(US$ per month)
Internet Users per
1000 People

Main Telephone Lines
per 1000 People
Mobile Phones Government Serv.

Computers per
1,000 People
Households with
Television (%)

International Internet Bandwidth (bits per person
Figure 3: ICT Comparison of Turkey and Bosnia Herzegovina Spider Charts

Conclusions
In that study compiled to investigate the performances of Turkey and Bosnia Herzegovina according to
ICT variables Custom Scorecards modelis applied and findings have been depicted down.
According to Custom Scorecards model, value of ICT indicators of Bosnia Herzegovina are in the range
of 1.54 and 8.52, Turkey’s values areinthe range of 4.07 and 7.93. Strongestindicator of Bosnia Herzegovina is
found as Price Basket for Internet and its lowest ratio is found as Households with Television. When we
investigate Turkey’s situation strongest indicator is found as Availability of e-Government Services and its
weakestindicatorisfound as Internet Users per 1000 People.
A mong the 10 indicator applied in the study in two indicator Bosnia Herzegovina (Price Basket for
Internet (US$ per month and Internet Users per 1000 People) is found more successful with its performance
Turkey in 7 indicator (Total Telephones per 1,000 People, Main Telephone Lines per 1000 People, Mobile
Phones per 1,000 People, Computers per 1,000 People, Households with Television (%),International Internet
Bandwidth and Availability of e-Government Services) found more successful than Bosnia Herzegovina. With
regard to Extent of Business Internet Use indicator both countries areinthe same success level.
In two indicators Bosnia Herzegovina showed more efficient performance that Turkey. First of them is
Price Basket for Internet and the other is Internet Users per 1000 People indicator. From that point, monthly
internet connection pocket price is lower in Bosnia Herzegovina and as a result of that, users in Bosnia use
internet more frequently.
Highest variation between Turkey and Bosnia Herzegovina is found at Availability of e-Government
Servicesindicator. Thatreferstothe factthat Turkey has much better position that Bosnia Herzegovina in e-state
services.
As a result atthe end of the investigations held, Turkey in general meaning showed a better performance
than Bosnia Herzegovina. But, both countries when evaluated independently their success level is not found
satisfactory. Both countriesin orderto possess their desired location in the sophisticating global environment to
promote their economic and social situations to more advanced levelsthey need to use ICT as a strategic device.

References
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                <text>Comparative Analysis Of Ict Performances Of Turkey And Bosnia And  Herzegovina By Custom Scorecard Model</text>
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Özer, Hüseyin</text>
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                <text>Information and Communication Technologies (ICT), being commonly  used in all the sectors of an economy and one of the most important driving forces  for social development in the last 20 years, facilitated to product goods and service  for producers. Besides that, ICT has been begun to substitute other production  factors, by reason of being cheaper of communication tools such as computer or  internet and the changes observed in these tools. As it is looked consumers'  perspective, falls of the prices and the high performance in these technologies  reasoned in being used of them in every moment of daily life.  The main purpose of this study is to compare the ICT performances of Turkey and  Bosnia Herzegovina, based on the data set of the World Bank. KA M'S Custom  Scorecards model developed by the World Bank has been used in the study. As a  result of the analyses, it has been found that Turkey has delivered a better  performance in general than Bosnia Herzegovina has done, except for the variables  of Internet Users and Price Basket for Internet.</text>
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                    <text>1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Dissolution Kinetics of Ulexite in Borax Pentahydrate Solutions Saturated
with Carbon Dioxide
Soner Kuşlu
Atatürk University, Faculty of Engineering, Chemical
Engineering Dept. Erzurum, Turkey
skuslu@atauni.edu.tr
Feyza Çavuş
Atatürk University, Faculty of Engineering, Chemical
Engineering Dept. Erzurum, Turkey
fcavus@yahoo.com
Sabri Çolak
Atatürk University, Faculty of Engineering, Chemical
Engineering Dept. Erzurum, Turkey
scolak@atauni.edu.tr

Abstract: The aim of the study was to investigate the dissolution kinetics of ulexite in borax
pentahydrate solutions saturated with carbon dioxide in a mechanical agitation system. The
effects of reaction temperature, stirring speed, CO2 flow rate, solid/liquid ratio and particle
size on the rate of dissolution of ulexite were examined. It was observed that increase in the
reaction temperature and decrease in the solid/liquid ratio causes an increase the dissolution
rate of ulexite. The dissolution extent is not affected by the stirring speed rate in experimental
conditions. The activation energy was found to be 58.7 kJ/mol. This value indicates the
dissolution rate of ulexite is a chemically controlled reaction. The rate expression associated
with the dissolution rate of ulexite depending on the parameters chosen may be summarized
as: 1-(1-X) 1/3 = 7.4x105. D-0.8. (S/L)-0.6. W0.1. e (-58700 /R T).t
Keywords: Ulexite, Borax Pentahydrate, Dissolution Kinetics, Heterogeneous reaction

Introduction
Boron is one of the most important mineral resources of Turkey (Davies et al., 1991). Turkey possesses
72% of the world’s boron reserves. Boron has both strategic and industrial importance. It is oxophilic, and
occurs as borates (oxides) in nature (Kemp, 1956). The main boron minerals of different percentages of (B2 O3)
contents are Colemanite (Ca2 B6 O11.5H2 O), Tincal (Na2 B4 O7.10H2 O), Kernite (Na2 B4 O7.4H2 O) Ulexite
(Na2 O.2CaO.5B2 O3.16H2 O), Datolite (Ca2 B2 O5.Si2 O5.H2 O) and Hydroboracid (CaMgB6 O1 1.6H2 O) (Çetin et al.,
2001). Although boron mineralscan be employed as raw materialsin some industries,the refined boron products
and converted leading edge products are widely used in various industries (Garret, 1998; Özmetin et al., 1996).
Borax is a natural mineral compound found in playa lakes. The basic structure of borax comprises chains of
interlocking BO2 (OH) triangles and BO3 (OH) tetrahedrons bonded to chains of sodium- and water octahedrons.
Borax can be mixed with other cleaning agents including chlorine bleach (Küçük et al.,2002). One of the most
important minerals and derivatives of boron is ulexite,a hydrated calcium-sodium borate.Itis atype of hydrated
calcium borate with a monoclinic crystal structure and contains many clay minerals.Itis used to produce boric
acid (Küçük et al., 2002). Boric acid is the most commonly used boron compound, and is used as starting
material in the preparation of many boron chemicals such as boron phosphate, boron tri halides, boron esters,
boron carbide, organic boron salts and fluoroborates (Özmetin et al., 1996; Küçük et al., 2002; Temur et al.,
2000).Itis used as a source of B2 O3 in many fused products(Kemp, 1956).
There are many studies in the literature connected with the dissolution kinetics of ulexite in various
solutions. A summary of these studies is as follows: Alkan and Kocakerim (1987), studied itin water saturated
by sulfur-dioxide and the activation energy was calculated as 58 kJ/mol. Kocakerim et al.(1993),investigated it
in water saturated with CO2 in low temperatures (17-35 oC) and the activation energy was found to be 51.7
kJ/mol. Künkül et al.(1997),studied itin ammonia solution saturated with CO2 and described the dissolution rate
142

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

by a first-order pseudo-homogeneous reaction model and found the activation energy to be 55 kJ/mol. Tekin et
al.(1998), carried out experiments with itin ammonium chloride solution and found the activation energy to be
80 kJ/mol. Tunç et al. (1999), investigated it in H2 SO4 solution. They found that increasing H3 O+ acid
concentration increased the dissolution rate, but increasing SO4 2- concentration reduced the dissolution rate due
to the precipitation of a solid film of CaSO4 and /or CaSO4.2H2 O. Alkan et al. (2000), reported it in aqueous
EDTA solutions and its dissolution was expressed according to the un-reacted shrinking core model with
changing fluid phase concentration and calculated the activation energy to be 35.95 kJ/mol. Künkül et al.(2003),
studied itin ammonium sulfate solutions. They described dissolution process by heterogeneous diffusion control
through the ash layer or product layer model and found the activation energy was 83,5 kJ/mol. Alkan et al.
(2004),investigated itin oxalic acid solutions. The reaction rate was controlled by product-layer diffusion and
calculated the activation energy as 59,8 kJ/mol. Demirkıran and Künkül (2007), studied it in perchloric acid
solutions and found that the process was described by the Avrami model and found the activation energy was
19.2 kJ/mol. Ekmekyapar et al.(2008),studied itin acetic acid solutions. They found thatthe dissolution kinetics
obeys a shrinking core model with the surface chemical reaction as the rate-controlling step. The activation
energy was found to be 55.8 kJ/mol. Demirkıran (2008) investigated itin the ammonium acetate solutions. The
dissolution rate fitthe chemical reaction control model and the activation energy was found to be 55.7 kJ/mol.
The aim of our study was to investigate the dissolution kinetics of ulexite in borax pentahydrate solutions
saturated with CO2 in a mechanical agitation system. There is no study reported in the literatüre about such a
procedure. In our study, we choose reaction temperature, stirring speed, CO2 flow rate, solid/liquid ratio and
particle size of ulexite as parameters.

Materials and Methods
Ulexite samples used in the experiments were obtained from Bandırma Borax Corporation, TURKEY.
The ulexite mineral samples were crushed, dried under vacuum and sieved with AST M standard sieves to give
fractions of average sizes 1840, 725, 275, 165 and 107.5 µm for dissolution experiments. The chemical analyses
of original ulexite samples and the B2 O3 content in the particle sizes used in the experiments are shown in
Tables 1 and 2,respectively. Further, SEM photography ofthe original ulexite mineralsisshown in Fig.1.
Leaching experiments were conducted under atmospheric pressure conditions. All reagents used in the
experiments were prepared from analytical grade chemicals (Merck) and distilled water.A constanttemperature
water circulator was used in combination with the reactor to maintain the mixture in the reactor at a constant
temperature. The experiments were carried out in a 500 mL spherical glass reactor. The reactor was equipped
with a reflux condenserto prevent evaporation during heating and a mechanical stirrerto obtain a homogeneous
suspension inthe reactor. The mechanical agitation experimentalsystem isfairly common,so no illustration ofit
appearsinthis paper. A typicalexperiment conducted was as follows: 400 mL of distilled water was poured into
the flask. The solution was heated to the desired temperature, at which it was kept constant;to retain the ratio at
[borax pentahydrate mol number / uleksitt mol number] as ¼ in all experiments, a large quantity of borax
pentahydrate was added to the distilled water.

Fig.1- SE M photograph of ulexite minerals
143

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Component CaO
%
14.69

B2 O3
Na2 O Mg O Al2 O3
SiO2 Fe2 O3
41.12 7.48
1.78
p 0.01 4.13 p 0.01
Table 1. Chemical analyses of ulexite minerals

1840 725
275
165
Part.size (µ m)
B2 O3 (%)
41.79 41.21
41.71
40.25
Table 2. Particle sizes of B2 O3 utilized

SrO H2 O
1.43 29.35

107.5
40.85

All experiments were carried out using 725 µ m size fractions, except in experiments where the effect of
particle size on the reaction rate was investigated. The CO 2 gas (97 %) was supplied to the reactor from a CO2
cylinder tank. CO2 gas was continuously fed to the reactor during leaching studies to maintain saturation
conditions. The flow rates of CO2 were maintained at 514 mL/min.in allexperiments. The gas was bubbled from
the bottom of the reactor by means of a disk-type gas dispenser. CO2 feed to the reactor for 20-25 min. was to
obtain a saturated borax pentahydrate solution. After this,large qualities of solid ulexite and borax pentahdrate
[depending on both the solid/liquid ratioin the reactor and the ratio between mol number of borax penta-hydrate
and mol number of ulexite] were added to the solutions. Stirring of the solution was started immediately
thereafter. The duration of the treatment depended on the experimental conditions. At definite time intervals, 1
mL samples of the reacted solution were taken for the assay of B2 O3 and analyzed by potentiometric and
titrimetric methods (Nemodruk et al., 1965; Sookg et al., 1996). Based on the B2 O3 estimated, the degree of
dissolution of ulexite was determined as a function oftime.

Result and Discussion
The following reactions occured during the dissolution process:
Na2 B4 O7.5H2 O (s) + 2H2 O (l)
10CO2 (gas)
10CO2 (aq) + 10H2 O (l)
10H2 CO3 (aq) + 10H2 O (l)
2H3 O+ (aq) + 2OH- (aq)

---------======
======
======
----------

2Na+(aq) + 2OH- (aq) + 4H3 BO3 (aq)
10CO2 (aq)
10H2 CO3
10H3 O+(aq) + 10HCO3 - (aq)
4H2 O (l)

(1)
(2)
(3)
(4)
(5)

2Na+(aq) + 10HCO3 -(aq) +
4H3 BO3 (aq) + 8H3 O+ (aq)

(6)

Hence,the overallreaction isfollows:
Na2 B4 O7.5H2 O (s) + 18H2 O (l)
+ 10CO2 (g)

---------

W hen ulexite is added to the borax pentahydrate solutions, the reaction taking place in the solution can be
written as follows:

-------------------------

4Na+ (aq) + 4Ca+2 (aq) +
12OH- (aq) + 20H3 BO3 (aq)
16H2 O(l)
4CO3 -2(aq) + 4H2 O (l)
4CaCO3 (s)

(7)
(8)
(9)
(10)

Na2 B4 O7.5H2 O(s)
+
10CO2 (g)
+ --------2(Na2 O.2CaO.5B2 O3.16 H2 O)(s) + 2H2 O(l)

6Na+(aq) + 6HCO3 -(aq) +
24 H3 BO3 (aq) + 4CaCO3 (s)

(11)

2(Na2 O.2CaO.5B2 O3.16H2 O)(s)
+ 4H2 O(l)
8H3 O+ (aq) + 8OH- (aq)
4HCO3 - (aq) + 4OH- (aq)
4Ca+2 (aq) + 4CO3 -2 (aq)

---------

The overall netreaction is:

Reaction temperature, stirring speed, CO2 flow rate, solid/liquid ratio and particle size of ulexite is
selected as process variables to investigate their effects on the dissolution level of ulexite. In the experiments,
while the effect of one parameter was studied, the values of other parameters shown with asterisks in Table 3
were kept constant. The solubility of CO2 in water under reaction conditions is shown in Table 4.

144

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

parameter
values
stirring speed (rpm)
0, 100, 150, 300, 600*, 700, 900
flow rate of CO2 (mL/min) 514*, 1594, 2696, 3804, 4978, 6101
reaction temperature (K)
313, 323*, 333, 343, 353, 358
solid/liquid ratio (g/mL)
1/50*, 1/25, 1/12, 1/6, 1/3
1840, 725*, 275, 165, 107.5
particle size (µ m)
Table 3: Parameters chosen and theirranges
(* Whilethe effect of one parameter was studied,
the values ofthe other parameters were kept constant.)
Reaction Temperature (K)
313
323
333
343
353
358
Solubility of CO2 (g CO2/100 cm3 water) 0.0930 0.0761 0.0576 0.0553 0.0538 0.0529
Table 4: Solubility of CO2 in water under reaction conditions
A quantity of 400 mL of borax pentahydrate solution saturated with CO2 was used [borax pentahydrate
mole number / ulexite mol number ratio was 1/4] and was kept constant in all experiments. Homogeneity of
suspension in the reactor was obtained with a stirring speed of 600 rpm, kept constant in all experiments. The
data obtained were plotted in the form of time versus fractional conversion as appearing in Fig. 2-10. In these
figures,the fractional conversion X(%) is defined:

X (%) =

(amount of dissolved B 2 O 3 in the solution )
x100
(amount of B 2 O 3 in the original sample)

The effect of reaction temperature was examined at 313, 323, 333, 343, 353 and 358 K. The dissolution
curves obtained are shown in Fig. 2. Fig.2 also shows that the quantity of ulexite dissolved increases with
increasing reaction temperature. The reaction rate constant is exponentially dependent on reaction temperature.
The effect ofthe stirring speed on the dissolution rate of ulexite was investigated at 100, 150, 300, 600, 700 and
900 rpm. The dissolution curves are given in Fig. 3.Itcan be seen from the Fig. 3thatthe dissolution level ofthe
process increases with increase in the stirring speed rate until about 300 rpm. Although the stirring rate was
increased from 400 rpm to higher speeds such as 600, 700 and 900 rpm, the dissolution level remained nearly
steady. Homogeneity of the suspension was obtained at a stirring speed of 600 rpm. The stirring speed rate of
600 rpm was as constant value in all experiments. Although the stirring speed was increased from 300 to 600,
700 and 900 rpm, the increase of in dissolution rate was very small. It can, therefore, be assumed to have
remained constant. Therefore, as all experiments were carried out at stirring speed of 600 rpm, it can be
assumed that the dissolution level remained unaffected by the stirring speed in experimental conditions. In
order to investigate the effect of flow rate of CO2, experiments were carried out with varying CO2 flow rates of
514, 1594, 2696, 3804, 4978 and 6101 mL/minute. It was observed that the flow rate of the gas has no
significant effect on dissolution rate. Thisis probably because concentration of CO2 is not dependent on its flow
rate, and because its solubility in water at a given temperature is constant and excess gas leaves the solution.
100

100

80

80

X (%)

60

X (%)

60
40

40
20

1/50 g/mL
1/25 g/mL
1/12 g/mL
1/6 g/mL
1/3 g/mL

20
0
0

100

200

300

400

500

600

700

800

900

1000

Stirring Speed (rpm)

0
0

20

40

60

80

100

120

140

160

180

t (min.)

Fig. 3: Effect of stirring speed on dissolution rate of Fig. 4: Effect of solid/liquid ratio on dissolution rate
of ulexite
ulexite
The effect of solid/liquid ratio on the dissolution rate of ulexite was investigated by varying ratio to 1/50,
145

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

1/25, 1/12, 1/6 and 1/3 g/mL. The dissolution curves are given Fig. 4. It can be seen from the Fig.4 that, the
dissolution rate decreases withincreasing solid/liquid ratio.This situation can be explained by the decrease in the
number of ulexite particles per amount of solutions. The effect of particle size was studied by treating five sizes
of fractions of this mineral, namely 1840, 725, 275, 165 and 107.5 µ m. The dissolution curves are presented in
Fig. 5. As can be seen from Fig. 5, as the particle size decreases the dissolution rates increased because of
increasing surface area.
100

0,7

0,6
80

0,5
60
X (%)

1-(1-X)1/ 3

0,4

40
1840 µ m
725 µ m

0,3

313 K r2=
323 K r2=
2
333 K r =
343 K r2=
353 K r2=
2
358 K r =

0,2

275 µ m

20

165 µ m
107.5 µ m

0,1

0,9898
0,9880
0,9224
0,9828
0,9773
0,9666

0,0

0
0

20

40

60

80

0

100

10

20

30

40

50

60

70

t (min.)

t (min.)

Fig. 5: Effect of particle size on dissolution rate

Fig.6: Variation of 1-(1-X)1/3 with time for various
temperatures

The solid-fluid reaction rate can be obtained from the heterogeneous reaction model. To evaluate the ratecontrolling step; the experimental data were analyzed based on the the un-reacted shrinking core model
(Levenspiel, 1972; Mazet, 1992). As ulexite particles are non-porous, the most appropriate reaction model
appears to be that of shrinking non-porous particles. The rate of a reaction between a solid and a fluid can be
expressed as heterogeneous and homogeneous reaction models. The heterogeneous reaction model gives rate
equations for each control mechanisms. The kinetic data is analyzed based on the un-reacted shrinking core
modelto determine the rate-controlling step. The step with the highestresistance isthe rate-controlling step. The
model has been used forliquid-solid systems in both analytical and numerical methods.Integrated rate equations
for the un-reacted shrinking-core model are shown in Table 5. According to the model,the kinetic data were
treated by equations in Table 5.
rate-controlling step
rate equation
surface chemical reaction t / t* = [1 − (1 −
the film diffusion control

t / t* = X B

X B )1 / 3 ]

t * = ρ B R / bksC Ag

(12)

t * = ρ B R / 3bkgC Ag

(13)

diffusion controlthrough t / t* = [1 − 3(1 − X B ) 2 / 3 + 2(1 − X B )] t * = ρ R 2 / 6bDeC
B
Ag
the ash or productlayer
Table 5:Integrated rate equations forthe un-reacted shrinking core model

(14)

The application of the above models to the experimental data will help in to determining the dissolution
kinetics of the process. Experimental data that fits the rate determining step is the surface reaction chemical
control. The evidence for this proposal is as follows: regression analysis has shown that experimental data
correlate well with Equation 12, which means that the dissolution is chemically controlled surface reaction.
During the reaction, calcium carbonate, CaCO3, precipitates. Therefore,it may appear thatthe reaction may be
controlled by the ash film or a combination of ash film and chemically controlled surface reaction. The
regression coefficients for ash film and chemically controlled surface reaction were found to be 0.9669 and
0.9993, respectively. The higher linearity between the two models obtained was 0.9993 for chemically
controlled surface reaction. The variation of 1-(1-X)1/3 with time is plotted for reaction temperature, stirring
speed, solid/liquid ratio and particle size in Figs. 6, 7, 8 and 9,respectively. Using the surface chemicalreaction
control model,the t* values were plotted versus R. The high linearity between t* and R is seen in Fig. 10. Fig.
10, also shows the regression coefficient (r2)to be was found as 0.9993. Arrhenius plots of ln ks versus 1/T are
shown in Fig. 11. From the slopes of the straightlines,the activation energy of the reaction is found to be 58.7
kJ/mol. Further,this value indicates the dissolution rate of ulexiteis a chemically controlled surface reaction. It
146

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

has been reported that, the activation energy of the chemically controlled surface reaction is in excess of 40
kJ/mol (Jackson, 1986). Similar results were found in the literature (Yartasi et al., 1987; Alkan and Doğan,
2004). Because all experiments was performed at a stirring speed of 600 rpm, it can be assumed that the
dissolution level remained un affected by this parameterin experimental conditions. The factthatthe dissolution
rate of ulexite is independent of the stirring speed is shown by the fact that the control mechanism is the
chemically controlled surface reactions. The values were found by non-linear regression analyses (Statistica 6.0,
non linear estimation model, user-specified regression-leastsquares,security value of %95, comparison value of
1xExp(-6), and maximum iteration values of 500) and the analyses gave the mathematically model as follows:
1-(1-X) 1/3 = 7.4x105. D-0.8.(S/L)-0.6. W 0.1.e (-58700 /RT).t

0,7

0,7

0 rpm
r2= 0,9967
100 rpm r2= 0,9614
2
150 rpm r = 0,9444
300 rpm r2= 0,9709
600 rpm r2= 0,9895
2
700 rpm r = 0,9867
2
900 rpm r = 0,9692

0,6

2
1/25 g/mL r = 0,9891
2

2

1/6 g/mL r = 0,9641
1/ 3

0,4

2

1/3 g/mL r = 0,9386

0,4

1-(1-X)

1-(1-X)

1/12 g/mL r = 0,9637

0,5

1/3

0,5

2

1/50 g/mL r = 0,9880

0,6

0,3

0,3

0,2
0,2

0,1
0,1

0,0
0

20

40

60

80

0,0
0

10

20

30

40

50

100

120

140

160

180

t (min.)

60

t ( min.)

Fig. 7: Variation of 1-(1-X)1/3 with time for stirring
speeds

Fig. 8: Variation of 1-(1-X)1/3 with time for solid /liquid
ratio
260

0,7

240
0,6

220
200

0,5

180
160

1-(1-X)

1/ 3

t* (min.)

0,4

0,3

140
120
100

1840 µ m
725 µ m

0,2

2

r =0,9931
r2= 0,9880

80

r2= 0,9901

60

165 µ m
r = 0,9641
2
107.5 µ m r = 0,9976

40

275 µ m

2

0,1

r2 = 0,9993

20
0,0
0

20

40

60

80

100

t (min.)

Fig. 9: Variation of 1-(1-X)1/3 with time for particle
size of ulexite

0
0

200

400

600

800

1000

1200

1400

1600

1800

2000

R (mm)

Fig. 10: Linearity between t* and R

147

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

-2,5

-3,0
-3,5

ln ks

-4,0

-4,5
-5,0

-5,5
-6,0

-6,5
0,00275

0,00285
0,00280

0,00295
0,00290

0,00305
0,00300

0,00315
0,00310

0,00325
0,00320

1/T (1/K)

Fig. 11: Arrhenius plot ofthe dissolution process

Conclusion
The aim of the study was to investigatethe dissolution kinetics of ulexitein borax pentahydrate solutions
saturated with carbon dioxide in a mechanical agitation system. The solubility of ulexite can be increased by
addition of CO2. It was determined that the dissolution rate of ulexite increased with increase in reaction
temperature and decrease in the solid/liquid ratio. The dissolution extentis not affected by the stirring speed rate
in experimental conditions. The dissolution process was described by chemical control of the heterogeneous
surface reaction. The activation energy was found to be 58.7 kJ/mol. The mathematical form of the model
depended on the parameters chosen is as follows:
1-(1-X) 1/3 = 7.4x105.D -0.8.(S/L) -0.6.W 0.1 .e (-58700 /R T) .t

Acknowledgement
The Atatürk University Research Council financially supported this study (Project No. 2007/149). The
authors highly appreciatethe Council’s support ofthis project.
No menclature
b
C
CA g
D
De
EA
kd
ks
ko
L
n
r
R
R
S
T
t
t*
X
W
B

148

stoichiometric coefficient(in eq. 7-9)
concentration of borax decahydrate solution (mol/m3)
concentration of A in the bulk solution (mol/m3)
mean particle size (m)
diffusion coefficient (m2/min)
activation energy (kJ/kmol)
mass transfer coefficient (m/min)
reaction rate constantfor surface reaction (mol/min)
frequency or pre-exponentialfactor, min.-1
amount ofliquid (mL)
mol number (mol)
correlation coefficient
universal gas constant (kJ/kmol)
initialradius of a solid particle (m)
amount of solid (g)
reaction temperature (K)
reaction time (min.)
reaction time for complete conversion (min.)
fractional conversion of B2 O3
stirring speed (rpm)
molar density of solid reactant (mol/cm3)

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

References
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                <text>The aim of the study was to investigate the dissolution kinetics of ulexite in borax  pentahydrate solutions saturated with carbon dioxide in a mechanical agitation system. The  effects of reaction temperature, stirring speed, CO2 flow rate, solid/liquid ratio and particle  size on the rate of dissolution of ulexite were examined. It was observed that increase in the  reaction temperature and decrease in the solid/liquid ratio causes an increase the dissolution  rate of ulexite. The dissolution extent is not affected by the stirring speed rate in experimental  conditions. The activation energy was found to be 58.7 kJ/mol. This value indicates the  dissolution rate of ulexite is a chemically controlled reaction. The rate expression associated  with the dissolution rate of ulexite depending on the parameters chosen may be summarized  as: 1-(1-X) 1/3 = 7.4x105. D-0.8. (S/L)-0.6. W0.1. e (-58700 /R T).t</text>
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                    <text>1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

The Effects of the Air Pollution Observed in Winter with Regard to Water
and Soil Resources in Erzurum Site
Yasemin Kuşlu
Atatürk Uni. Faculty of Agriculture, Agricultural Structures and Irrigation
Dept. Erzurum, Turkey
ykuslu@atauni.edu.tr
Üstün Şahin
Atatürk Uni. Faculty of Agriculture, Agricultural Structures and Irrigation
Dept. Erzurum, Turkey
ussahin@atauni.edu.tr
Fatih Mehmet Kızıloğlu
Atatürk Uni. Faculty of Agriculture, Agricultural Structures and Irrigation
Dept. Erzurum, Turkey
kizilogluf@yahoo.com
M ustafa Okuroğlu
Atatürk Uni. Faculty of Agriculture, Agricultural Structures and Irrigation
Dept. Erzurum, Turkey
okuroglu@atauni.edu.tr

Abstract: On Erzurum site, usage of fossil fuels for artificial heating causes atmospheric
pollution and especially by means of precipitation it plays an important role on pollution of
soil and water sources. This study has planned to indicate the dimension of precipitation
transmissions. In this study, the concentration values of SO2 and PM before and after
precipitation through 2003-2008 winter seasons were analysed. It appoints a negative
relationship between SO2 and PM concentrations with winter precipitation; and their
correlation coefficients are -0.138 and -0.150 respectively. In order to examine the effects of
precipitation on reducing of SO2 and PM concentrations, t-paired tests were performed. It
adjusts that, precipitation affect reducement of SO2 and PM concentrations with p&lt;0.01
significance level. As a consequence, it indicates that the polluted air can affect the east side of
Erzurum plain and Sakalıkesik plain negatively in Erzurum where winters are long and tough.
Keywords: air pollution, water, soil, Erzurum

Introduction
Air pollution means exceeding the normallimit offoreign substancesinthe air by means of density and
abundance which can cause material damages and also affect health of livings negatively. (Güler and Vaizoğlu
2006). World Health Organisation (WH O) defines air pollution as existing of sand, dust,ash, fume, fog, smoke,
steam, gas, scent, which can damage humans, plants and animals and also affect lifestyles excessively, around
surrounding atmosphere in quantity, characteristics and in time (WH O 2000).
As being most common possible contaminating elements, NOx and SO2 complete their enchaining
reactions by constitution of nitric acid (HNO3) and sulphuric acid (H2 SO4), as a result of gas cycle after
oscillation to atmosphere and finally,they fall down to soilsurface as acid rains (Al-Khashman 2009).
The detrimental effect of PM changes due to physical and chemical contents. Also merging with
humidity in the atmosphere, P M converts into acid and it composes acid damage. By including heavy metals
such as Ni and Cd, PM makes toxic effect on livings by meddling into soil and water (Başar et al. 2005; Cole et
al. 2005; Turalıoğlu 2005; Dietz et al. 2007; Beyhun et al. 2008; Der Duh et al. 2008;).
The contaminating elements in the air can move quickly and horizontally via airflows along cities,
countries and even continents (Kurita et al. 1985; Jaffe et al.1999; Givati and Rosenfeld 2004). After carried in
the atmosphere, the contaminators fall on soil, water, buildings etc by a range of process like decantation,
dilution and chemical reactions.

231

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Atmospheric deposition velocity values can be different according to depositsurfaces or meteorological
parameters. Wet deposition occurs by any hydrometeor effect and dry deposition occurs withoutthis effect, only
the effect of gravity is efficient. In wet deposition, a mechanism which on the one hand with contraction by
water drops (rainout) and on the other hand sweeping with drops (washout) which are on the ground cause
alienation of PM and other gasesfrom atmosphere. Thus, plant, water and earth surfaces become polluted.Inthis
way it causes,livings, microorganisms on or in the polluted surfaces and the insects like birds, bees and snails
which are fed with pollens,todie in masses from time to time.
The polluted water which fallon earth combine with surface water by the help offloodwater or combine
with groundwater with the substances in the soil (Güler ve Çobanoğlu 1994). During the way to ground,
according to the kind of geologic formation and deepness, itis exposed to filtration process and it feeds wells,
lakes, rivers and seas which are located in the region where geological formation is saturated. To sum up, like
other contaminators,the final place of air contaminatorsis water so wateris exposed to pollution more than any
others easily and quickly.
As a result offalling of acid and other substances which constitute acid with rains,remains H+ ion in the
soil. Being replaced by theseions,theionslike Ca++, Mg++,Na+, K+ and NH+ leave their place on the soilsurface
and move to soilsolution (Güler ve Çobanoğlu 1997).
Although there is notintensive industrialisation in Erzurum,the increasing number of vehicles, cement
and sugar factories form some part of air pollution source. The main reason for air pollution in Erzurum is the
usage of fossil fuels for heating (Turalıoğlu et al. 2005; Beyhun et al. 2008). Despite the usage of natural gas
since 2004 partially, using of poor quality coalis still a big problem. As a result ofthe wind which blows south
and west directions, carriesthe polluted airtothe eastside of Erzurum and Sakalıkesik plains.
This study took place in order to indicate the important effects of the convection of air pollution
parametres SO2 and PM and their negative effects on soil and water sources during the years between 2003 and
2008 in Erzurum.

Material and Method
Erzurum, located in the Eastern Anatoliais situated on a plateau surrounded by high mountains at north
(Gavur-Dumlu mountains, 3200m), south (Dumanlı-Plandöken mountains, 3125m) and east(Eğerlidağ, 2974m).
The height ofthis plateau is 1950m above the sea level and the city population is about 450000 (Fig. 1).
The risky places which are located in the is a north and east of city centre in terms of exposure to air
pollution, Erzurum and Sakalıkesik plains have altitude 1850m and 1750m respectively,it means thatlower than
city centre.
Erzurum is located in the terrestrial climatic zone as a result mean daily temperature is 5.9o C, coldest
month is January with -8.7oC and the hottest month is August with 19.5o C. Average annual precipitation is
447m m; at mostin May with 73.1mm, atleastin August with 18.7mm. 43.78% of average annual precipitation
takes place in October-March period. The highest relative humidity values take place in December and January
with 76% and lowest values accrue in August with 47% and average annual relative humidity is 64%. In the
research area wind speed is 2.6 m/s. Some meteorological parameters of study area are given in Table 1.
In this study SO2 and PM values, which are the factors of air pollution take place between 2003-2004
and 2007-2008 winter seasons, have been analysed with wet days and precipitation amounts together. The data
were obtained from General Directorate of Meteorology. SO2 and PM values were evaluated in 12 different
regions (Fig. 1) twice a day, in the morning (08.00-09.00) and in the evening (16.00-17.00) and in this way
average daily values were obtained. SO2 and PM values were observed in October-January winter season
between 2003-2004 and for the other years, values were observed in October-March winter season because of
legislative changes.
Jan. Feb. M arch April
Ave. Temp.
(o C)
Min. Temp.
(o C)
Relative
Hu m. (%)
Precipitation
(m m)
232

-8.7

-7.2

-2.6

-36.0 -37.0 -32.2
76
24.7

M ay

June July Aug.

Sept.

Oct. Nov.

Dec.

5.2

10.7

14.4 19.3

19.5

14.9

8.3

-5.1

-18.5

-7.0

-3.2

-1.8

-1.1

-6.8

56

50

47

50

61

72

76

18.7

25.0

47.5

36.8

22.6

75

74

65

61

28.9

35.2

53.3

73.1

52.0 29.2

1.4

-12.0 -28.0

-35.0

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

Average
wet day
Days with
snow cover
Ave. wind
speed (m/s)
Prevailing
wind
direction

11.5

11.1

12.3

13.3

15.8

11.1

6.6

4.8

5.0

9.2

9.5

10.6

29.4

26.5

21.5

4.0

0.2

-

-

-

0

0.9

6.4

23.2

2.4

2.5

2.5

3.1

3.2

3.2

3.6

3.3

2.6

2.5

2.4

2.0

ENE

ENE

SS W

WS W

ENE ENE

ENE

ENE

WS W

WS W

ENE

E

Table 1. Some meteorological parameters of study area

Figure 1. Map ofthe study area
In order to determine the relationship between SO2 and PM concentrations with precipitation amounts,
regression tests and Pearson correlation tests were performed by using the program SPSS 15.0. Also in order to
indicatethe effects of precipitation on daily SO2 and PM concentrations,t-paired methods were applied.

Results and Discussion
In Erzurum between the years 2003-2008 winter seasons, monthly average of SO2 and P M
concentrations are shown in Figure 2.

233

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

(a)

(b)
Figure 2. The change of SO2 (a) and PM (b) concentrations in winter periods of 2003-2008.
As shown in the figure,the peak time for SO2 and PM concentration values is 2004-2005 winter season
and the values are minimum in 2007-2008 winter season. Generally,the highestlevels take place in December
and secondly in January. This study shows parallelism with the studiestook place in 1995-2002 by Turalıoğlu et
al.(2005) and in 2003-2006 by Beyhun et al.(2008). Because of artificial heating needs continue till mid-May,
the SO2 and PM concentration values are lower in October than March. As shown in the Figure, air pollution
shows roll- off rate from the year 2003 to 2008. The main reason of this decline isthe increase of using natural
gas for heating. Beyhun et al.(2008) claims thatthelowestpollution took place in 2006 between the years 20032006 because natural gas usage began that year.
Average annual precipitation is 2.38mm, maximum precipitation levelis 38.3mm and minimum levelis
0.1 mm during the observed years. Pearson correlation analysis shows a negative relationship between
precipitation amounts and SO2 and PM concentrations. It designates coefficients between precipitation amounts
and SO2 concentration as ρ=-0.138 and between precipitation amounts and PM concentration as ρ=-0.150 under
p&lt;0.01 significance level. Turalıoğlu et al.(2005) defines thisrelationship as ρ=-0.137 for SO2 and ρ=0.075 for
P M. Regression analysis shows equations dependently to precipitation (P) as;
SO2 =109.996-1.863P and
P M=59.901-1.602P.
In orderto examine the effects of precipitation on SO2 and P M concentrations,the concentration values
of before and after precipitation were analysed by paired-ttest. Results of evaluation are shown at Table 2.
There has not been any study on the chemical content of winter precipitation in Erzurum. On the other
hand,itis determined by Turalıoğlu et al.(2008) during a study around Erzurum, that measured PM includes Si,
Ca, Al, Fe, S, K elements with high levels. The other studies throughout the world indicates that for places
having combustion sourced air pollution, by wet deposition Mg and Na anions and cations fallto the rural and
urban areas (Lee et al. 2000, Flues et al. 2002; Der Duh etal. 2008). Forthe period between March 13 and June
234

�1st International Syposium on Sustainable Development, June 9-10 2009, Sarajevo

29 2002, maximum 299.1 µeq/l and 67.4 µeq/l SO4 and NO 3 anions respectively were measured in precipitation
(Bayraktar et al. 2004).

ni

SO2
344
+18.1824

PM
349
+10.3953

3333.818

2376.443

3.113

2.609

5.841

3.984

2.568
2.568
p&lt;0.01,
null hypothesis (H0); µb-µa =0 and alternative hypothesis (H1 ); µb-µa &gt;0 *
*Since the expectation of precipitation willreduce the SO2 and PM
concentrations, one-tailed alternative hypothesis was set up.
; Therefore,it was rejected the null hypothesis of no difference.
Table 2. The results of paired t-test
The east of Erzurum plain and Sakalıkesik plain are located near settlement premises, so because of
winds, air pollutants were carried and with winter rains considerable amount of air pollutants blend in with soil
and water sources. As a result of this fact, earth can be directly affected chemically and physically or
underground and surface water sources can be polluted by runoff or drain away from soil.

Conclusion
Around Erzurum area, a fuel for artificial heating is used till mid-May. The air pollutants are carried
eastern Erzurum plain during April, October and September and to Sakalıkesik plain during December, January,
February and March. The entrained pollutants which fall on soil by deposition are an important subject
statistically. The researches for air pollution effects directly and indirectly on agriculture should concentrate on
production costs, market values and social effects apartfrom the environmentalimpact analysis.
In Erzurum, the firstreason of air pollution isthe usage of fossilfuels for heating. That’s why in order
to decrease the air pollution level, “Turkish Air Quality Protection Regulation” should be implemented
effectively and for artificial heating natural gas or other sources which are not harmfulto environment should be
used widespread.

References
Al-Khashman, O. A. (2009). Chemical characteristics of rainwater collected at a western site of Jordan.
Atmospheric Research 91,53–61.
Başar P., Okyay, P., Ergin, F., Coşan, S. &amp; Yıldız, A. (2005). Aydın ili kent merkezinde hava kirliliği/19972004. ADÜ Tıp Fakültesi Dergisi, 6(3),11-15.
Bayraktar H., Turalıoğlu F. S. &amp; Nuhoğlu, A. (2004). Atmospheric Deposition of Sulphate and Nitrate on Soil.
International Soil Congress 2004, Erzurum, Turkey. 14-20.
Beyhun, N.E., Vançelik, S., Acemoğlu, H., Koşan, Z. &amp; Güraksın, A.(2008). Erzurum ilikent merkezinde 20032006 yılları arasında hava kirliliği.TAF Preventive Medicine Bulletin, 7(3),237-242.
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Cole, M. A., Elliott, R.J.R. &amp; Shimamoto, K.(2005).Industrialcharacteristics,environmentalregulations and air
pollution: an analysis of the U K manufacturing sector. Journal of Environmental Economics and Management,
50,121–143.
Der Duh, J., Shandas, V., Chang, H. &amp; George, L. A. (2008). Rates of urbanisation and the resiliency of air and
water quality. Science ofthe Total Environment, 400,238-256.
Dietz, T., Rosa, E. A. &amp; York, R. (2007). Driving the human ecological footprint. Front Ecol Environ, 5(1),1318.
Flues, M., Hama, P., Lemes,M.J.L., Dantas, E.S.K. &amp; Fornaro, A. (2002). Evaluation of the rainwater acidity
of a ruralregion due to a coal-fired power plantin Brazil. Atmospheric Environment 36,2397–2404.
Givati, A. &amp; Rosenfeld, D.(2004). Quantifying precipitation suppression due to air pollution. Journal of Applied
Meteorology, 43,1038-1056.
Güler, Ç. &amp; Çobanoğlu, Z. (1994). Su kirliliği. Çevre Sağlığı Temel Kaynak Dizisi:12, Temel Sağlık Hizmetleri
Genel Müdürlüğü, Ankara.
Güler, Ç. &amp; Çobanoğlu, Z. (1997). Toprak kirliliği. Çevre Sağlığı Temel Kaynak Dizisi:40, Temel Sağlık
Hizmetleri Genel Müdürlüğü,Ankara.
Güler, Ç. &amp; Vaizoğlu, S.A.(2006). Hava kirliliği. Halk Sağlığı Temel Bilgiler. Hacettepe Üniversitesi Yayınları,
Ankara.
Jaffe, D., Anderson, T., Covert, D., Kotchenruther, R., Trost, B., Danielson, J., Simpson,W. et al. 1999.
Transport of Asian air pollution to North America. Geophysical Research Letters, 26(6),711-714.
Kurita, H., Sasaki, K. &amp; Muroga, H.(1985). Long-range transport of air pollution under light gradient wind
conditions. Journal of Climate and Applied Meteorology, 24,425-434.
Lee, B.K., Hong, S.H. &amp; Lee,D.S. (2000). Chemical composition of precipitation and wet deposition of major
ions on the Korean peninsula.Atmospheric Environment 34,563-575
Turalıoğlu, F. S.(2005). An assessment on variation of sulphur dioxide and particulate matterin Erzurum
(Turkey). Environmental Monitoring and Assessment, 104,119-130.
Turalıoğlu, F.S., Nuhoğlu A. &amp; Bayraktar, H. (2005).Impacts of some meteorological parameters on SO2 and
TSP concentrations in Erzurum, Turkey. Chemosphere 59,1633–1642.
Turalıoğlu F.S., Tuncel G. &amp; Bayraktar, H. (2008). Kentselatmosferde partikül madde bileşimlerinin
belirlenmesi. Tübitak 104Y176 Proje Sonuç Raporu.
W H O, (2000). Air quality guidelines for Europe. 2nd Edition, WH O regional publications, European series, No.
91, Copenhagen.

236

�</text>
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                <text>The Effects of the Air Pollution Observed in Winter with Regard to Water  and Soil Resources in Erzurum Site</text>
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                <text>Kuslu, Yasemin
Sahin, Üstün
Kızıloğlu, Fatih Mehmet
Okuroğlu, Mustafa</text>
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                <text>On Erzurum site, usage of fossil fuels for artificial heating causes atmospheric  pollution and especially by means of precipitation it plays an important role on pollution of  soil and water sources. This study has planned to indicate the dimension of precipitation  transmissions. In this study, the concentration values of SO2 and PM before and after  precipitation through 2003-2008 winter seasons were analysed. It appoints a negative  relationship between SO2 and PM concentrations with winter precipitation; and their  correlation coefficients are -0.138 and -0.150 respectively. In order to examine the effects of  precipitation on reducing of SO2 and PM concentrations, t-paired tests were performed. It  adjusts that, precipitation affect reducement of SO2 and PM concentrations with p&lt;0.01  significance level. As a consequence, it indicates that the polluted air can affect the east side of  Erzurum plain and Sakalıkesik plain negatively in Erzurum where winters are long and tough.</text>
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                    <text>The Problems of Education of Technology and the Relations with the Field of
Industry
in Professional and Technical Education
Rıdvan KÜÇÜKALİ
Atatürk Üniversity
e-posta: kucukali1960@hotmail.com

Abstract:İt has become one of the fundamental obligations of today’s communities to obtain the
quality of having knowledge and technology. For that reason, today’s communities and people
should endeavour to constantly improve themselves and acquire the habit of learning all through
the life. At the present time, these developments occurring in a dizzying speed are forcing the
communities and people to obtain more information and keep up with the technological
advancements. This situation has brought about the problem of the acquisition of information, the
transmission of knowledge and the problem of having mature/ grown people. Nowadays, the
education and teaching that are carried out with the traditional methods and equipments in the
educational institutions giving their places to the multiple learning environments formed by
making use of the information technologies. Because of this will be possible when the
administrators re-establish the teaching environment employing the technology in the educational
institutions presents the students a flexible, collaborative and prosperous environment, it will also
provide the administrators of education and teachers with so significant conveniences and
facilities. However, the questions ‘’how can such an environment be more efficient in learning of
a student, how can a teacher organize the teaching setting in a favourable way that wiil make the
students possible to learn on their own, how often and how efficient can he use the technology’’
should definitely be answered in advance.
Key Words: Education, Technology, Technology Education.

Introduction
In education, social changes have a great role on the limelight that supports learning in teaching and
learning process. An increase in alternative educational programmes and variations of schools caused individualism
to excel in learning process. And these changes resulted in a change in content of teaching programmes (Ozden:
2002,s.16-19).So, this situation excelled the importance of learning more than teaching. It is needed to teach”to
learn” to the new generations. Moreover, environments are to be constructed to help students practice to keep the
information they learnt for a long time in addition to theoric knowledge. Doubtlessly, education systems of our day
have to invent organisations, methods and new systems, which are not bound to traditions, in order to respond the
increasing demands effectively with their limited oppurtunities. This, however, will conclude new problems and
directions in education.
We aimed to find answers for; professional and technical education and their relationship with industry
which we assume as their practicing area; their features of working together; their skills of co-operation in project
preparing; the harmonial features between professional and technical colleges and tools that are used in the industrial
sector; physical conditions and educating and teaching environments of professional and technical colleges; the
sufficiency of acquiring skills and teaching based on practition made by faculty members of professional and
technical colleges in their employment areas; professional and technical colleges’ sufficiency of their financial
sources to renew themselves; and which skills of future planning are co-operated by professional and technical
colleges and students’ parents.

195

�Professional and technical education in Turkey is of minor importance in comparison to basic education and
do not receive the expected interest. Today, even members of professional and technical education have not been
able to reveal the theoretical aspect of professional and technical teaching. Furthermore, in our country professional
education is neglected, meaning that the researches for an individual to improve his/her sufficiency in business-life
are not enoughly undertaken (Alkan, Dogan, Sezgin: 1993,s.393).
Similar to every sector, innovations in professional education world, the variations and inventions in
technologic areas have a considerable effect on professional education. It is a common fact that business world needs
qualified staff and always has room for such people. That’s why people who accomplish their education withing
suitable contend and atmosphere are thought to become more succesful in their career. This success shows itself up
as a re-evaluation with a high competing power which is international in various sectors of business world. Hence,
such a progress is very important for a country to improve.
Recently, there occur considerable efforts on the phases of preparation for profession and getting to work in
Turkey. However, technological education has not been able to reach the expected level. The main reason for that is
the lack of teachers both in numbers and quality. In order to level up the technological education, a system should be
constructed to train teachers for high schools and colleges. If universities do not pay enough attention to the matter,
new generations will keep being unaware of technology in the computer age (Alkan, Dogan, Sezgin: 1996, s.405406).
The main purpose in professional education should be the forming of a training staff which is both
international and able to invent value that has high competing power. This purpose should include various areas. In
Turkey, similar in developed countries, professional educating programmes are to be constructed for every group of
people with taking notice of human sources, age, information and skill. This way, the accordance of people to the
value-invention programme throughout the country and to the business world will be obtained. This accordance
programme should be enriched-not only in professional but also in individual and social aspects, to construct
environments in which people can renew and improve themselves at any time in their lives. Hence, a great step will
be taken in reaching a public constitution that has high inner performance and not only consuming but also inventing
high value potentials. So,the social constitution will grasp a dynamic environment that improves its inner
performance continually and the expectations from human sources such as quarantying the future of the country will
be achieved.(hamlin.cc.boun.edu.tr/oud/panel.html)
Despite from Turkey’s having many kinds of professional and technical colleges, only %10 of the
population is made to these colleges (secondary education schools). The total amount of the students from every kind
of secondary education schools is %25 of the population including professional and technical college students
(Basaran: 1996,s.93). Besides, there are a number of faculties which train teachers to the various areas of
professional and technical education. But the needed amount of teachers has not been trained yet which results in a
deficiancy of qualified staff both in number and qualifications.
In EU countries with the same profession standarts, the member countries must already have trained the
expected number of staff with similar qualifications from now on. According to this situation, a profession capability
licence is valid in all countries that are members of the EU. This licence, given with the notice of common standarts,
will enable the workers’ and technicians’ work and travel among the EU countries.
Rapid technologic advencements bring about some professions to set apart, some to vanquish and some new
professions to occur. According to a belief, today’s children will have to prepare themselves for non-heard
professions of future. Researches in business life is getting mechanised day by day and they encounter some
advencements called “automation”. Automation is the main purpose to be dealt with carefully when training staff for
business-life. Professions, industry and works of industry in industry are changing with a great speed as they have
never been. Under these circumstances the criticisms towards the professional education programmes can be
summed up as: “There occur considerable changes in professions before the professional education college
attendants graduate from the department they were trained.”(Alkan, Dogan, Sezgin: 1996,s.399-400)
Also, the regional requirements, which are effective on development of professional and technical education, should
be paid attention.

196

�The professional and technical education in Turkey is financied by the government. It is witnessed that the
government is preparing some editions to create financial support for professional and technical education in addition
to general and supplementary budget. (Milli Egitim Bakanligi,2001).We see that the budget for the professional and
technical education is insufficiently small even though this education is very expensive. It should be remembered
that the financial cuts made in professional and technical education will occur as deficiencies in the quality of the
products produced by the staff of these schools. This is because; in the professional and technical education tools and
equipments are of ultimate importance. Most of the professionals and technical colleges use outdated tools and
equipments because of insufficient budget. But, the rapid advencements in technology demands an updating of the
tools in workshops all the time.
The decrease of the quality in professional and technical education, especially since 1985, has directed the
Ministry of Education to find outer financial sources. According to the technical cooperation made with the
governments of Germany, France and Japan, the loaning agreements done between Turkey and the World Bank
aimed that the ateliers and the labarotories in the industrial technical education schools would be equipped according
to the modern Technologies, the technical teachers would be taken to the education of foreign languages and to the
education of profession both in the land and abroad and the edutaion programmes would be improved. In this sense,
since 1985, six projects originated from outer financial source have been put into practice and with these projects
about 170, 7 million USA dolar have been provided as income of outer source to the industrial technical education.
The “Fund to Widen and Improve the Technical and Professional Education, Apprenticeship” that is found with the
law numbered 3308 has an important place in financing of Professional and technical education.
Another important element in financing of the Professional and technical education are the incomes
provided from the revolving funds of the schools and the institutions. In the Professional and technical schools, with
the aim of helping students gain enough real work experiments, provide schools to be equipped with technological
developments, introduce school and new Technologies to environment and the environment developed by this way,
revolving fund is found in the Professional and technological schools with the law numbered 3423.
The business institutions in Turkey need the work power that adopt and comprehend the rapid technological
developments in order to be able to complete in the bazaars both in national and international. The workers are the
key factors to adopt quickly the new Technologies. Their quailifiedness on adopting is depending on their
technological acknowledgement. New work power with high performance is an obligation for Turkey and Turkey’s
future. In this sense, the need of quilified workpower in the Turkish industry and serving sector is an important
problem from the point of the view of Turkish economy that is in the stuggle of gaining international power
competence especially in the processes of EU and Customs Union and that tries to go beyond the borders of it.

Method
This work is designed according to the technic of qualitative research. The most important side of the qualitative
researches is to try to understand what person does in the existing environment. In this kind of researches the
opinions and the experiments of the individuals that are in the sample have great importance. Qualitative researches
are closely related to many disciplines. Conditional research, interpretational research, action researrch and
descriptive researches can be accepted as examples in this sense. (Yıldırım, şimşek: 2000, s.14-18) We selected
qualitative research technic because of this reason

Universe
The universe of research is constituted from Erzurum city. Professional and Technical high schools, the tradesman
and industrialists from the industry cite of Erzurum depending on Erzurum Chamber of Commerce, and the
guardians of students.

Sample
Erzurum city is constituted from the central district; Teknik Lise ve Anadolu Teknik Lisesi, Ticaret Lisesi, Erzurum
Kız Meslek Lisesi, Kazım Karabekir Meslek Lisesi, the thirty tradesmen and industrialists that are in the industry cite

197

�depending on Chamber of Commerce and Industry, fifty two guardians who have students in Professional high
schools.

Gathering And Evaluating The Data
By having interview with; 52 guardians who have students in Professional high schools, 30 tradesman and
industrialists that are in the industry cite depending on Chamber of Commerce and Industry, Kazım Karabekir
Meslek Lisesi, Ticaret Lisesi, Teknik Lise ve Anadolu Teknik Lisesi,Erzurum Kız Meslek Lisesi from the central
district, we try to determine the relations between these schools and the areas of industry and to determine the
general situation of our Professional and technical high schools by asking open questions in this research. The
general number of the samples from these schools comprises of 140 students, 45 teachers and 10 administrators.
Upon determining these sample events we have fixed what the related institutions and people do and should do in the
schools.

The Findings And Comment
The technology education problems in Professional and technical education taken from thirty tradesmen and
industrialists from industry cite depending on Chamber of Commerce and Industry:
 We do not have characteristics enough to do work with the Professional and technical schools that are in our
city.



















198

The contribution cannot be provided to the students studying in the Professional and technical schools and
institutions about having the experiences in worklife by studyin on work.
There are almost no projects produced with the purpose of providing extra income to the personell of
Professional and technical education.
The sources from general budget for developing the existing situation to support the institutions and
foundations are not at the level of those are in developed countries.
The women do not get help reinforce their knowledge and capabilities about their professions and there are
not any area to improve themselves in worklife or they are not preffered because of the possibility that these
could be some problems.
The physical opportunities of professionalş and technical schools are not sufficient and the people who have
got wanted characteristics cannot be trained in these schools.
The guardians of students are not made conscious of being afraid of their responsibilities.
There are not flexible programmes designed according to the information that are concluded from close
colloborations between Ministries of Industry and Technology and Ministry of Education.
Informing both the industrialists, tradesmen and the teacher and the students periodically about the
industrial development in foreign countries and to enable them to reach the magazines and other similar
works published with this aim. Planning seminars, short, middle and long time courses that develop both
(industrialists, tradesmen etc.) and the students and putting them into the Professional education
programmes.
Providing a mental education that cause students gain some capabilities like the desire of working together,
deciding quickly, comprehending industrial processes and the characteristics of automation and putting
them into the education programmes.
Providing opportunitiy to gain industrial experience to teachers with the way of relation between school and
industry.
The regional and national characteristics always should be taken into consideration in yhe studies and plans.
It is certain that there will be serious changes in the structures of professions because of the increase of
relations with European Union in the following years. The analysis and classifications of profession
structures should be made permanently and all the related people should be informed about the conclusions
upon these studies.
These datum above show us that; our schools are stil not interesting for our children, they do not have the
structure enough harmonious to work with industrial areas, the related people who are the main elements of
the education out of our children do not work enough to provide this harmony and especially the guardians
leave these officials alone by not interesting in schools.

�The problems of technology education in Professional and technical education taken from Teknik Lise and Anadolu
Teknik Lise, Ticaret Lisesi, Erzurum Kız Meslek Lisesi, Kazım Karabekir Meslek Lisesi ( 10 administrators, 45
teachers and 140 students)












We do not have the capabilities to work with industrialists end tradesmen.
There is almost no shared Project made with industrialists and tradesmen.
The equipments used in these schools are not similar to the ones used in industry.
There is almost no Project made with the purpose of prividing extra income to Professional and technical
education.
The sources from general budget for developing the existing situation to support the institutions and foundations
are not at the level of those are in developed countries.
There are not enough opprtunities to provide industrial experience to our teachers working in our schools.there
are not enough scientific publications and magazines published with the purpose of informing teachers and
students about the developments that are out of country.
There are not enough needed education equipments.
Physical structure do not support the existing developments.
There are not enough institutions and foundations that support the activities in our schools and try to make them
do work and in addition to this there are not enough volunteer foundations .
The foundations of industry and trade do not want to accept trainee with the worry of causing extra outcome.

The problems of technology education in Professional and technical education taken from 52 guardians who have
got students in Professional and technical high schools in the central district of Erzurum:











There are not enough institutions and foundations that support the activities in our schools and try to make them
do work and in addition to this there are not enough volunteer foundations.
There are not enough education equipments needed.
The sources from general budget for developing the existing situation to support the institutions and foundations
are not at the level of those are in developed countries.
That student’s; redirections to the programs convenient for the needs of the working life, with their interest and
skills, are not being made in desired format.
That irofessional and Thecnical High Schools do not have enough skill to make plans for the feature with data.
That the women do not take the essential precautions eith the aim of making easy to find a jop, strenghten their
economic situation.
Making the sutudents acquire a wide technical knowledge and skill in a certain group of profession, in a way to
fit in various Works.
That the convenient programs cannot be prepared sufficiently in order to make the physically and mentally
disabled ones to have a profession.
That the students do not have the industrial practice done in a certain group of profession, containing various
works.
Contrary to the technological changes or the conditions of the profession education in establishments,it is the
continuance of the consitance problems of the education establishments.

Acording to the statistics,the problems of technological education in professional and technological education,taken
from the 44 curators from Teknik Lise and Anadolu Teknik Lisesi,Ticaret Lisesi,Erzurum Kız Meslek Lisesi,Kazım
Karabekir Meslek Lisesi in the center town of Erzurum province,are determined in that way.As it is understood
here,it is necessary that we should create the environment in which we can give the technical and Professional
education which is very important in terms of catching the era and make the schools and related establishments
attractive that will affect our children and our schools positively.

Results
Problems of Technological Education in Technological and Professional Education and Exuces of These Aplications:

199

�The studies made in this part are dealt with as the professional and thecnical high schools and the relations in the
manifacture and industrial area,the education environment of Professional and technical high schools,physical
opportunities,the sufficiencies of the teaching staff in professional and technical high schools in gaining teaching and
skill aimed at the pratices in employment locations,the sufficiencies of the professional and technical high schools in
the financial resources aimed at refreshing themselves,the abilities of Professional and technical high schools in
making prodential plans with the curators and practices outside schools.
1.The Professional and Technical High Schools and The Relations in The Manifacture and İndustrial Area:
Manifacture and İndustrial areas need experienced qualified personnels.What is going to provide this,is the schools
giving Professional and technical education.The schools also need these fields.Because,this place will provide the
working areas of the personnels to be cultivated in these areas.Besides,students will gain various proficiencies as
comprehending the features of automation,understanding the industrial progressions,deciding properly and
quickly,and the wish to work together in these areas,by undergoing training.Schools,too will make an affort in order
to cause the students gain vide technical knowledge and skills in the way that it can suit various works in a certain
profession group,by considering the activities of these fields.The school must provide,by the way of industrial
relations,the possibility of gainingindustrial experience for the teachers,as well.The relation of these two
establishments,in terms of refreshing and cultivating one another,will provide the teacher and the students to be
aware of the industrial developments outside the country.
2. The Educational Environment of The Professional and Technical High Schools:
The role of the physical environment of the school,teachers and the eqıipment that the school have,is great in the
education and cultivation of the students.İn the school and the classroom,it is needed to create every kind of media
providing the cultivation of the children.Furthermore,the teachers should provide their redirections according to the
children’s will and skills.Economical support is needed to create these medias.While the physical construction of the
school is formed,the environmental factors should be considered,and multi-purpose classrooms should be
created.These medias to be created,while having the feture to be able to satisfy the current needs,also should be open
to the innovations.Therefore the medias to be arranged,acording to the information taht will be obtained at the end of
the firm cooperation of the employers and the Ministry of Education,Ministries of Labour,İndustry and
Technology,should be created and the activities should be sustained acording to the joint programs to be
arranged.Nevertheless,the environments in which the activities will be hold should be arranged in the way that it will
not give harm to the children’s health and these environments should be made attractive to the children and should be
endeared.
3.The Sufficiencies of The Teaching Staff in Professional and Technical High Schools in GainingTeaching and
Skills Aimed at the Practices in Employment Locations:
İn Education,it is inevitable that the new teaching and the technics providing the productivity and the efficiency will
be developed.(Yalın,2003,Si 82-90.)The technology at the present day and the one to come is needed to be gone
through carefully so that the education,that must be given in this,can be given by the best
method.(Usun:2000,S.43.)İn the field of education,as a result of the quick increase of the student’s number,the lack
of teachers accured in the proportioning of the teacher/students,the quick increase of the quantity of the knowledge
that must be taught to the individuals,some problems have emerged.Besides,that the teacher cannot refresh himself
and follow the innovations sufficiently,on the other hand the steady increase of the will for education,the will of the
individuals to make much more increase of the facilities of education,has become a problem.(Usuni:2004,S.35.)İt has
been observed that many teachers and training managersare not sufficient in using the
technologicalequipment.(Turan,2002,S.279-280)İn order to dipsel these problems,the facility should be provided to
the teachers and the managers taking place in the Professional and technological education so that they can refresh
themselves and whatever needed for this should be done.
4.The sufficiencies of The Professional and Technical High Schools in The Financial Resources Aimed at Refreshing
Themselves:
As the resources parted for the Professional and technical high schools’ education is not sufficient,it is needed that
the resources parted from the budget should be increased in such a proportion that it can reach the level of the
developed countries,the domestic resources(trade associations,civil governments,special provincial administrations
cooperatives,public contributions)should be triggered.Besides,it is needed that the facilities of free boarding and the
government given scholarship whose number is scarse,should be increased,the establishments and Professional

200

�unions should give scholarship for the professional and technical education,the number of the voluntary
establishments supporting the Professional and technical education should be
activated.(yayim.meb.gov.tr/yayimlara7155-156/scetin.htm)
5.The Abilities of Professional and Technical High Schools in Making Prudential Plans With the Curators:
The curators have the responsibilities for the works in schools.These responsibilities involves being able to make use
of the sophisticated curators.İn this context,the curators available in industry and doing a profession as a
tradesman,doing instructiveness in the works of students,taking part in the works of students by doing
instructiveness,by joining the organisations in the school and outside the school,they would be supporting the
children’s education both physically and intangibly as a participant.

Suggestions











The students should be directed to the programs convenient for the business life in accordance with their interest
and skills.
He should make long, middle and short predictions about professional and technical developments and reflect
these in professional education programs.Opinions of industrialists, tradesmen, employers and trainers should be
taken, in accordance with the wills of the sides, these programs should be created.
To trigger the domestic resources (trade associations, civil governments, special provincial administration
unions, various industry establishments, and public and curators contributions) should be provided, and the
resources parted from the budget should be increased in such a proportion that it can reach the level of the
developed countries.
Precautions, aimed at to dipsel the consistence problems emerged between the education institutions and the
establishments, should be taken.
The studies made other countries should be followed closely, and the innovations made about the technology
and labour force qualifications should be taken instantly.
The education programs should be restructured in the light of aim, scope and the other qualifications,
considering the Professional standards.
The school should not be left alone about the education of our children; curators, industrialists, tradesmen and
the civil governmens should support them and take place somehow in the activities to be arranged.
Symposiums and activities, aimed at to give wide information about the environment in which the school is
present, for the teachers and the school managers, should be arranged.

References
ALKAN, Cevat., Doğan, Hıfzı., Sezgin, İlhan., Mesleki Ve Teknik Eğitimin Esasları, Gazi Büro Kitapevi, Özkan Yayınevi,
Ankara,1996.
BAŞARAN. Ethem. İbrahim, Türkiye Eğitim Sistemi, Yargıcı Yayınevi, Ocak 1996.
Özden Yüksel, Eğitimde Yeni Değerler Eğitimde Dönüşüm, PegemA Yayıncılık, Ankara, 2002.
TURAN Selahattin, ‘Teknolojinin Okul Yönetiminde Etkin Kullanımında Eğitim Yöneticisinin Rolü’, Eğitim Yönetimi, sayı:30
Ankara, 2002.
USUN Salih, Dünyada ve Türkiye’de Bilgisayar Destekli Öğretim, Pegem Yayın, Ankara, 2000.
USUN Salih, Bilgisayar Destekli Öğretimin Temelleri, Nobel Yayın, Ankara, 2004.
YALIN Halil İbrahim, Öğretim Teknolojileri Ve Materyal Geliştirme, Nobel Yayın Dağıtım, Ankara, 2003.
YILDIRIM Ali, ŞİMŞEK Hasan, Sosyal Bilimlerde Nitel Araştırma Yöntemleri, Seçkin Yayıncılık, Ankara, 2000.
M.E. B. Eğitim ve Teknolojileri ile İlgili Yönetmenlik Maddesi, 2001.
hamlin.cc.boun.edu.tr/oud/panel.html. Erişim Tarihi:30-03-2008.
yayim.meb.gov.tr/yayimlar/155-156/scetin.htm. Erişim Tarihi:30-03-2008.

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�</text>
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                <text>The Problems of Education of Technology and the Relations with the Field of Industry in Professional and Technical Education</text>
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                <text>KÜÇÜKALİ, Rıdvan</text>
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                <text>İt has become one of the fundamental obligations of today’s communities to obtain the  quality of having knowledge and technology. For that reason, today’s communities and people  should endeavour to constantly improve themselves and acquire the habit of learning all through  the life. At the present time, these developments occurring in a dizzying speed are forcing the  communities and people to obtain more information and keep up with the technological  advancements. This situation has brought about the problem of the acquisition of information, the  transmission of knowledge and the problem of having mature/ grown people. Nowadays, the  education and teaching that are carried out with the traditional methods and equipments in the  educational institutions giving their places to the multiple learning environments formed by  making use of the information technologies. Because of this will be possible when the  administrators re-establish the teaching environment employing the technology in the educational  institutions presents the students a flexible, collaborative and prosperous environment, it will also  provide the administrators of education and teachers with so significant conveniences and  facilities. However, the questions  ‘’how can such an environment be more efficient in learning of  a student, how can a teacher organize the teaching setting in a favourable way that wiil make the  students possible to learn on their own, how often and how efficient can he use the technology’’  should definitely be answered in advance.</text>
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