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Muhammad Chaerul et al. Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622,Vol. 5, Issue 6, ( Part -2) June 2015, pp.72-75
www.ijera.com 72 | P a g e
Distribution and Mobility of Heavy Metal Materials in Settling
Ponds Post Laterite Nickel Mining
(A Case Study: North Motui Konawe, Southeast Sulawesi)
Muhammad Chaerul *, Muhammad Saleh Pallu **, Mary Selintung ***,
Johanes Patanduk ****
* (Doctoral Program, Civil Engineering, Faculty of Engineering, Hasanuddin University, Makassar, Indonesia )
** (Faculty of Engineering, Hasanuddin University, Makassar, Indonesia)
*** (Faculty of Engineering, Hasanuddin University, Makassar, Indonesia)
**** (Faculty of Engineering, Hasanuddin University, Makassar, Indonesia)
ABSTRACT
The formation of waste matter sedimentation in settling ponds, along with accumulation of heavy metals, such as
Nickel (Ni), Chrome (Cr3+
and Cr6+
), manganese (Mn) and Cobalt (Co) and elements or compounds in laterite
soil. These heavy metals will concentrate in different environmental geochemistry, which are laterite sediment
layers pre- and post-mining. The purposes of this study are to identify changes of heavy metal distribution in
settling ponds and analyze heavy metal mobility in settling ponds. The research methods were qualitative and
quantitative methods. Laboratory research used AAS (Atomic Absorption Spectrophotometer) which was
studied, analyzed, and synthesized comprehensively. Data processing technique used SPSS v.21 software and
Principal Component Analysis (PCA) method. The result showed that distribution of heavy metals Fe and Cr
relatively strengthened constantly. The graphs of Fe and Cr were interpreted as similar mobility and mechanism
of transportation os elements which can form chemical compounds. Meanwhile, metals Ni and Co had similar
graph which was relatively flat constantly. This was interpreted as similar mobility of heavy metals in settling
ponds. The mobility of heavy metals Fe and Cr were mostly concentrated to form ferrochrome compound in the
sediment of settling ponds compared with Ni with its low mobility and Co with its very low mobility.
Keywords - Atomic Absorption Spectrophotometer (AAS), Heavy Metal, Principal Component Analysis
(PCA), Settling Pond
I. Introduction
1.1. Background of the Problem
The formation of waste matter sedimentation in
settilng ponds, along with accumulation of heavy
metals, such as Nickel (Ni), Chrome (Cr3+
and Cr6+
),
manganese (Mn) and Cobalt (Co) and elements or
compounds in laterite soil. These heavy metals will
concentrate in different environmental geochemistry,
which are laterite sediment layers pre- and post-
mining. Post-mining, the sediment of laterite nickel,
heavy metal in the soil become unstable and is
environmental geochemistry disturbance.
Geochemical disturbance can also happen in holes
created by mining with will be filled with water
(rain, overflowing rivers or seas) if not covered or
reclaimed, creating lakes or large ponds. Pits of
former mines are unique habitats because they’re
generally narrow and surrounded by steep walls of
rocks. Environmental geochemistry disturbances are
accumulations of heavy metals due to changes of
water concentrations in sediments such as pH, Eh,
ion property, concentration type, metal bond and
size distribution [1]. Sediments consist of several
components and many are combinations of
components in a particular area. The components
vary depending on location, depth and basic geology
[2].
Open mining impact laterite nickel sediment
management which strongly influences
environmental geochemistry disturbances in the area
due to mining. Today, there are 26 mining
companies which manage exposed laterite nickel
metallic mineral in North Konawe Regency,
Southeast Sulawesi Province, including Motui area
[3]. Layers which don’t contain economic ores are
placed in areas called waste material storages. Waste
material storage areas are connected to settling
ponds to store the flow of surface water. When
heavy metals enter sea environment, the heavy
metals will be distributed through water columns,
stored or accumulated in sediment and consumed by
organisms [4].
1.2. Research Purposes
This study has the following purposes:
 To identify changes of heavy metal distribution
in settling ponds.
RESEARCH ARTICLE OPEN ACCESS
Muhammad Chaerul et al. Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622,Vol. 5, Issue 6, ( Part -2) June 2015, pp.72-75
www.ijera.com 73 | P a g e
 To analyze mobility of heavy metals in settling
ponds.
II. Theoretical Basis
Settling ponds are an integral part of a mining
process where aggregation separation takes place
[5]. The study by Vinten et al concludes that heavy
metals in the sediment of settling ponds depend on
the sources, e.g. nickel (2 to5300 mg/kg); chrome
(10 to 99.000 mg/kg) [6].
A settling pond consists of three parts, which
are inlet zone, settling zone, sludge zone and outlet
zone. Entry mechanism of waste materials in settling
ponds is following water flow (inlet zone), then
coarse waste materials will be precipitated (settling
zone). After coarse materials are precipitated, fine
materials follow water flow and form Total
Suspended Solid (TSS) which is precipitated in the
sludge zone, then water exits settling ponds (outlet
zone) [7].
Heavy metals are component created in nature
or on earth crust and don’t experience degradation or
aren’t destroyed. The term heavy metal is based on a
mtal chemical element which have relatively high
density (density above 5 g/mL) and contains toxic
although in low concentration, for example arsenic
(As, cadmium (Cd), chromium (Cr), mercury (Hg),
lead (Pb) and thalium (Tl) [6]. Metal concentration
in water is relatively slow and forms layers in
sediments. Metal accumulation from water and are
precipitated depends on factors such as pH, ionic
strength, type and concentrations of organic and
anorganic bonds (anthropogenic input), surface
variation of sediment due to distribution of grain size
[8].
Heavy metals such as Ni, Cr, Fe, Mn from
ultrabasic rocks, laterite soil, and sediments will
have different geochemical properties [9].
Geochemical mobility of elements depends on acidic
environment or the increase of the influence of acid.
This makes non-crystalline metals form fractions in
sediments, for example: Mn, Zn, Cd, Co, Ni. Change
of reduction condition into oxidation includes
transformation of sulfide in more acidic condition.
This will increase the mobility of “chalcopilic” type
elements which are Hg, Zn, Pb, Cu and Cd. In other
words, the lowest mobility characteristic is in Mn
and Fe in oxidation condition [10].
III. Research Method
The research methods were qualitative and
quantitative methods and petrography and
mineragraphy laboratory research by AAS (Atomic
Absorption Spectrophotometer) which was studied,
analyzed, and synthesized comprehensively. Data
processing technique used SPSS v.21 software and
Principal Component Analysis (PCA) method. The
population in this study was heavy metals which
were in settling ponds and associated with clay.
Sample collection from settling ponds were taken
from 12 points and 4 elements of heavy metals
which were Ni, Fe, Co, Cr were collected.
Sample collection of suspended material used
PVC pipes with 3 cm diameter. Sample collection
was performed systematically in settling ponds. PVC
pipers were pressed vertically until the depth of
approximately 20 cm to 30 cm or clay sediment
layer limit.
VI. Result and Discussion
4.1. Research Result
Table 1. Result of Research of Sediments in
Settling Ponds
4.2. Distributions of heavy metals in settling ponds
Difference of heavy metal contents in settling
pond was interpreted as accumulation of elements
which were transported from ultrabasic rocks. Fig.1
shows that the graphs of heavy metals Fe and Cr
relatively strengthened constantly. The graphs of Fe
and Cr were interpreted as similar mobility and
mechanism of transportation of elements which can
form chemical compounds. Oxidation process
dissolved Fe so that in acidic water and precipitation
it formed ferrihydrite mineral. This process always
happened at sedimentation phase of clay mineral so
that the composition of Fe was discovered as
Fe(OH)3 as ferrochrome (Fe Cr2O3) [11].
Meanwhile, metals Ni and Co had similar graph
which was relatively flat constantly. This was
interpreted as similar mobility of heavy metals in
settling ponds. Metal concentration in water was
relatively slow and formed layers in sediments [8].
Heavy metal Ni has very low mobility in alkaline –
neutral condition if proton activities take place in
precipitation condition with clay [12].
No.
Sample
I.D
Metals (mg/dryKg)
Chromium
(Cr)
Cobalt
(Co)
Iron
(Fe)
Nickel
(Ni)
1 MM 1 1360 357 135000 9980
2 MM 2 1870 299 174000 12500
3 MM 3 2350 356 180000 12400
4 MM 4 2950 255 199000 11500
5 MM 5 3080 321 217000 12400
6 MM 6 2970 271 203000 12100
7 MM 7 3110 296 208000 12800
8 MM 8 2920 356 209000 11700
9 MM 9 2980 366 203000 12000
10 MM 10 3210 290 204000 13000
11 MM 11 2990 294 199000 11600
12 MM 12 2900 280 185000 13300
Muhammad Chaerul et al. Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622,Vol. 5, Issue 6, ( Part -2) June 2015, pp.72-75
www.ijera.com 74 | P a g e
Fig.1. concentration pattern of heavy metals in
settling ponds
4.3. Mobility of heavy metals in settling ponds
Communality values showed variation which
could be explained by formed factors. These values
were obtained by squaring correlation values from
matrix components. Table 2 shows that the value of
nickel variable is 0,109 or 10,9%, so as a variable
nickel could be explained by form factors of heavy
metals Fe, Cr and Co. Communality value of Fe is
0,944 or 94,4% so Fe variable could be explained by
form factors of heavy metals Co (0,918 or 91,8%)
and Cr (0,920 or 92 %).
Communality values showed that changes of
heavy metal Ni from ultrabasic bedrocks and settling
ponds were relatively weak (0,109), while heavy
metals Fe, Co, Cr were relatively strong. Change of
heavy metal Ni showed that the release of ultrabasic
rock elements happened earlier in Ni, then followed
by Fe, Co and Cr. The release of elements is
generally caused by difference of mobility
influenced by radius of ions and hydrolysis
condition [12]. Degree of mobility depends on
heterogeneity of ultrabasic protolith and the
formation of allogeneic minerals. The higher
average degree of mobility is Ca>Mg>Si>Ni>Co~
Zn~V>Fe = Cr ~ Mn [13].
Table 2. Communality values of heavy metals
Analysis of total variance in the result of heavy
metal Ni has the biggest eigenvalue which is: 2,892
which is 72,289% of tr(R). Meanwhile heavy metal
Fe has the biggest eigenvalue which is: 2,892 +
0,928 from 95,486% of tr (R). Heavy metal Co has
the biggest eigenvalue which is: 2,892 + 1,362 +
0,123 from 98,552 (Table.3). After knowing
eigenvalues, there were values with loading factors
which were interpreted as metals with strong
influence on rocks and settling ponds. Distributions
of heavy metals Ni, Fe, Co had relatively big
influences on ultrabasic bedrocks and settling ponds,
as follows : Ni > Fe > Co.
Table 3. The value of total variance explained
This heavy metal composition illustrates that Ni
ultrabasic rock is very reactive in releasing elements
which contain Fe, forming oxidation. Heavy metal
Cr has very small eigenvalue factor and large
cumulative score, showing that heavy metal chrome
has different distribution property than the three
heavy (Ni, Fe, Co) in ultrabasic bedrocks and
settling ponds. Relatively high value in heavy metal
chrome (Cr) was interpreted as relatively stable
sedimentation in settling ponds relatively small
influence of surface water.
Table 4 shows loading factors (correlation
values) between analysis variables and formed
factors. It shows that only Fe has the highest score
(0,972), indicating that Fe could be reduced by
heavy metal Ni, but was relatively weak on Co and
Cr. Similar loading factors in Co and Cr show that
both elements couldn’t reduce each other and had
different influences on Fe. It’s interpreted that heavy
metal chrome was precipitated well in settling ponds
and followed by sedimentation of heavy metal Co
which was influenced by heavy metal Fe from the
flow of surface water.
Fig. 2 shows Ni, Fe, Co, Cr located in the same
component which was component 1 and was an
illustration of accumulation of distributions of heavy
metals in settling ponds. Heavy metal Ni relatively
formed single populations which were interpreted as
low mobility in reduction condition of settling
ponds. There was similarity between Ni and Cr in
that heavy metal Cr would have limited mobility if
Ni level increased, and this generally happens in iron
oxide layers [12].
Component
Initial Eigen values Extraction Sums of
Squared Loadings
Total % of
Variance
Cumulative
%
Total
% of
Variance
Cumulativ
e %
Ni 2.892 72.289 72.289 2.892 72.289 72.289
Fe .928 23.197 95.486
Co .123 3.066 98.552
Cr .058 1.448 100.000
Extraction Method: Principal Component Analysis.
Muhammad Chaerul et al. Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622,Vol. 5, Issue 6, ( Part -2) June 2015, pp.72-75
www.ijera.com 75 | P a g e
Table 4. Loading factor value of each Heavy Metal
Meanwhile, in heavy metals Co, Fe, Cr formed
multiple population which was interpreted as similar
very low mobility in reduction condition, neutral to
alkaline with water and sediment media. Cr
populations showed slices containing Fe which was
interpreted as an illustration of similar very low
mobility oxidation and neutral-alkaline conditions.
Very low mobility condition is elemental
geochemical mobility which depends on acidic
environmental and causes non-crystalline metals to
form fractions in sediments [10]. This condition is
characterized is by color change of soil from reddish
to blackish which shows accumulation of heavy
metal iron along with the dissolution of surface
water. The condition of Cr was very stable and
resistant to materials from reformed ultrabasic rocks,
but Ni was very unstable. Heavy metal Fe in
sediments was influenced by clay mineral and low
temperature, forming Fe-hydroxides. Fe and Cr in
sediments would form ferrochrome compound
where electron activities changed into proton [12].
Fig.2. Mechanism of changes of distributions of
heavy metals in settling ponds
V. CONCLUSIONS
The conclusions drawn are:
 Distributions of heavy metals Fe and Cr
relatively strengthened constantly. The graphs of
Fe and Cr were interpreted as similar mobility
and mechanism of transportation of elements
which can form chemical compounds.
Meanwhile, metals Ni and Co had similar graph
which was relatively flat constantly. This was
interpreted as similar mobility of heavy metals in
settling ponds.
 The mobility of heavy metals Fe and Cr were
mostly concentrated to form ferrochrome
compound in the sediment of settling ponds
compared with Ni with its low mobility and Co
with its very low mobility.
REFERENCES
[1] C.A. Davis, K. Tomlison, T. Stephenson, Heavy
Metals in Riber Tees Estuary Sediments,
Environment Technology, Canada, 1991.
[2] U. Forstner, G.T.W. Wittmann, Metal pollution in
the aquatic environment, Springer-Verlag, Berlin,
1983, pp. 30-61.
[3] Badan Pusat Statistik. Kabupaten Konawe Utara
dalam Angka, Kabupaten Konawe, Sulawesi
Tenggara, 2006.
[4] E.R Long, A. Robertson, D.A.Wolfe, J. Hameedi,
G.M. Sloane. Estimates of the Spatial Extent of
Sediment Toxicity in Major U.S. Estuaries,
Environmental Sciences & Technology,USA,
1996, 30(12):3585-3592.
[5] L. Foroozan, Hydrologic Analysis and Flow
Control Design/BMPs; Stormwater management
manual for Western Washington. V.III,
Washington State Department of Ecology, USA,
Publ.9913, 2001.
[6] B. Berkowitz, I. Dror, B. Yaron, Contaminant
Geochemistry-Interactions and Transport in the
Subsurface Environment, ISBN:978-3-540-74381-
1, Sringer-Verlag Berlin Heidelberg, German,
2008.
[7] F. Colin, D. Nahon, J.J. Tescases, Melfi, Lateritic
Weathering of Pyroxenite at Niquelandia, Goias,
Brazil: The Supergene Behaviour of Nickel,
Economic Geology, V. 85, Brazil, 1990.
[8] A.R. Karbassi, GhR. Bidendhi, I. Bayati,
Environmental Geochemistry of Heavy Metals in
Sediment Core Off Bushehr, Persian Gulf. Iran, J.
Enviroen Health.Sci.Eng, V.2 no.4, 2005, p.255-
260.
[9] P. Tume, J. Bech, F. Reverter, L. Longan, L.
Tume, B. Sepulveda, Concentration and
Distribution of Twelve in Central Catalonia
Surface Soils, Journal of Geochemical Exploration.
Elsevier, 2010.
[10] U. Forstner, W. Ahlf, W. Calmano, M. Kersten, W.
Salomons, Mobility of Heavy Metals in Dredged
Harbor Sediments, Chapter 31, 1987.
[11] D.K. Nordstrom, Hydrogeochemical Processes
Governing the Origin, Transport and fate of Major
and trace Elements from Mine Waste and
Mineralized Rock to Surface waters, Applied
geochemistry, Elsevier Ltd, 2011.
[12] W. M. White, Geochemistry, Chapter VII, Wiley-
Blackwell, 2011.
[13] Q. Cheng, W. Wang, H. Wang, Z. Zhao,
Investigation of Heavy Metal Contamination of the
Sediments from the Yellow River Wetland Nature
Reserve of Zhengzhou.China, Iranian
J.Publ.Health, 2012, V.41, no.3.
Logam Berat
Component
1
Ni .331
Fe .972
Co .958
Cr .959
Extraction Method: Principal Component Analysis.
a. 1 components extracted.

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Distribution and Mobility of Heavy Metal Materials in Settling Ponds Post Laterite Nickel Mining (A Case Study: North Motui Konawe, Southeast Sulawesi)

  • 1. Muhammad Chaerul et al. Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622,Vol. 5, Issue 6, ( Part -2) June 2015, pp.72-75 www.ijera.com 72 | P a g e Distribution and Mobility of Heavy Metal Materials in Settling Ponds Post Laterite Nickel Mining (A Case Study: North Motui Konawe, Southeast Sulawesi) Muhammad Chaerul *, Muhammad Saleh Pallu **, Mary Selintung ***, Johanes Patanduk **** * (Doctoral Program, Civil Engineering, Faculty of Engineering, Hasanuddin University, Makassar, Indonesia ) ** (Faculty of Engineering, Hasanuddin University, Makassar, Indonesia) *** (Faculty of Engineering, Hasanuddin University, Makassar, Indonesia) **** (Faculty of Engineering, Hasanuddin University, Makassar, Indonesia) ABSTRACT The formation of waste matter sedimentation in settling ponds, along with accumulation of heavy metals, such as Nickel (Ni), Chrome (Cr3+ and Cr6+ ), manganese (Mn) and Cobalt (Co) and elements or compounds in laterite soil. These heavy metals will concentrate in different environmental geochemistry, which are laterite sediment layers pre- and post-mining. The purposes of this study are to identify changes of heavy metal distribution in settling ponds and analyze heavy metal mobility in settling ponds. The research methods were qualitative and quantitative methods. Laboratory research used AAS (Atomic Absorption Spectrophotometer) which was studied, analyzed, and synthesized comprehensively. Data processing technique used SPSS v.21 software and Principal Component Analysis (PCA) method. The result showed that distribution of heavy metals Fe and Cr relatively strengthened constantly. The graphs of Fe and Cr were interpreted as similar mobility and mechanism of transportation os elements which can form chemical compounds. Meanwhile, metals Ni and Co had similar graph which was relatively flat constantly. This was interpreted as similar mobility of heavy metals in settling ponds. The mobility of heavy metals Fe and Cr were mostly concentrated to form ferrochrome compound in the sediment of settling ponds compared with Ni with its low mobility and Co with its very low mobility. Keywords - Atomic Absorption Spectrophotometer (AAS), Heavy Metal, Principal Component Analysis (PCA), Settling Pond I. Introduction 1.1. Background of the Problem The formation of waste matter sedimentation in settilng ponds, along with accumulation of heavy metals, such as Nickel (Ni), Chrome (Cr3+ and Cr6+ ), manganese (Mn) and Cobalt (Co) and elements or compounds in laterite soil. These heavy metals will concentrate in different environmental geochemistry, which are laterite sediment layers pre- and post- mining. Post-mining, the sediment of laterite nickel, heavy metal in the soil become unstable and is environmental geochemistry disturbance. Geochemical disturbance can also happen in holes created by mining with will be filled with water (rain, overflowing rivers or seas) if not covered or reclaimed, creating lakes or large ponds. Pits of former mines are unique habitats because they’re generally narrow and surrounded by steep walls of rocks. Environmental geochemistry disturbances are accumulations of heavy metals due to changes of water concentrations in sediments such as pH, Eh, ion property, concentration type, metal bond and size distribution [1]. Sediments consist of several components and many are combinations of components in a particular area. The components vary depending on location, depth and basic geology [2]. Open mining impact laterite nickel sediment management which strongly influences environmental geochemistry disturbances in the area due to mining. Today, there are 26 mining companies which manage exposed laterite nickel metallic mineral in North Konawe Regency, Southeast Sulawesi Province, including Motui area [3]. Layers which don’t contain economic ores are placed in areas called waste material storages. Waste material storage areas are connected to settling ponds to store the flow of surface water. When heavy metals enter sea environment, the heavy metals will be distributed through water columns, stored or accumulated in sediment and consumed by organisms [4]. 1.2. Research Purposes This study has the following purposes:  To identify changes of heavy metal distribution in settling ponds. RESEARCH ARTICLE OPEN ACCESS
  • 2. Muhammad Chaerul et al. Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622,Vol. 5, Issue 6, ( Part -2) June 2015, pp.72-75 www.ijera.com 73 | P a g e  To analyze mobility of heavy metals in settling ponds. II. Theoretical Basis Settling ponds are an integral part of a mining process where aggregation separation takes place [5]. The study by Vinten et al concludes that heavy metals in the sediment of settling ponds depend on the sources, e.g. nickel (2 to5300 mg/kg); chrome (10 to 99.000 mg/kg) [6]. A settling pond consists of three parts, which are inlet zone, settling zone, sludge zone and outlet zone. Entry mechanism of waste materials in settling ponds is following water flow (inlet zone), then coarse waste materials will be precipitated (settling zone). After coarse materials are precipitated, fine materials follow water flow and form Total Suspended Solid (TSS) which is precipitated in the sludge zone, then water exits settling ponds (outlet zone) [7]. Heavy metals are component created in nature or on earth crust and don’t experience degradation or aren’t destroyed. The term heavy metal is based on a mtal chemical element which have relatively high density (density above 5 g/mL) and contains toxic although in low concentration, for example arsenic (As, cadmium (Cd), chromium (Cr), mercury (Hg), lead (Pb) and thalium (Tl) [6]. Metal concentration in water is relatively slow and forms layers in sediments. Metal accumulation from water and are precipitated depends on factors such as pH, ionic strength, type and concentrations of organic and anorganic bonds (anthropogenic input), surface variation of sediment due to distribution of grain size [8]. Heavy metals such as Ni, Cr, Fe, Mn from ultrabasic rocks, laterite soil, and sediments will have different geochemical properties [9]. Geochemical mobility of elements depends on acidic environment or the increase of the influence of acid. This makes non-crystalline metals form fractions in sediments, for example: Mn, Zn, Cd, Co, Ni. Change of reduction condition into oxidation includes transformation of sulfide in more acidic condition. This will increase the mobility of “chalcopilic” type elements which are Hg, Zn, Pb, Cu and Cd. In other words, the lowest mobility characteristic is in Mn and Fe in oxidation condition [10]. III. Research Method The research methods were qualitative and quantitative methods and petrography and mineragraphy laboratory research by AAS (Atomic Absorption Spectrophotometer) which was studied, analyzed, and synthesized comprehensively. Data processing technique used SPSS v.21 software and Principal Component Analysis (PCA) method. The population in this study was heavy metals which were in settling ponds and associated with clay. Sample collection from settling ponds were taken from 12 points and 4 elements of heavy metals which were Ni, Fe, Co, Cr were collected. Sample collection of suspended material used PVC pipes with 3 cm diameter. Sample collection was performed systematically in settling ponds. PVC pipers were pressed vertically until the depth of approximately 20 cm to 30 cm or clay sediment layer limit. VI. Result and Discussion 4.1. Research Result Table 1. Result of Research of Sediments in Settling Ponds 4.2. Distributions of heavy metals in settling ponds Difference of heavy metal contents in settling pond was interpreted as accumulation of elements which were transported from ultrabasic rocks. Fig.1 shows that the graphs of heavy metals Fe and Cr relatively strengthened constantly. The graphs of Fe and Cr were interpreted as similar mobility and mechanism of transportation of elements which can form chemical compounds. Oxidation process dissolved Fe so that in acidic water and precipitation it formed ferrihydrite mineral. This process always happened at sedimentation phase of clay mineral so that the composition of Fe was discovered as Fe(OH)3 as ferrochrome (Fe Cr2O3) [11]. Meanwhile, metals Ni and Co had similar graph which was relatively flat constantly. This was interpreted as similar mobility of heavy metals in settling ponds. Metal concentration in water was relatively slow and formed layers in sediments [8]. Heavy metal Ni has very low mobility in alkaline – neutral condition if proton activities take place in precipitation condition with clay [12]. No. Sample I.D Metals (mg/dryKg) Chromium (Cr) Cobalt (Co) Iron (Fe) Nickel (Ni) 1 MM 1 1360 357 135000 9980 2 MM 2 1870 299 174000 12500 3 MM 3 2350 356 180000 12400 4 MM 4 2950 255 199000 11500 5 MM 5 3080 321 217000 12400 6 MM 6 2970 271 203000 12100 7 MM 7 3110 296 208000 12800 8 MM 8 2920 356 209000 11700 9 MM 9 2980 366 203000 12000 10 MM 10 3210 290 204000 13000 11 MM 11 2990 294 199000 11600 12 MM 12 2900 280 185000 13300
  • 3. Muhammad Chaerul et al. Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622,Vol. 5, Issue 6, ( Part -2) June 2015, pp.72-75 www.ijera.com 74 | P a g e Fig.1. concentration pattern of heavy metals in settling ponds 4.3. Mobility of heavy metals in settling ponds Communality values showed variation which could be explained by formed factors. These values were obtained by squaring correlation values from matrix components. Table 2 shows that the value of nickel variable is 0,109 or 10,9%, so as a variable nickel could be explained by form factors of heavy metals Fe, Cr and Co. Communality value of Fe is 0,944 or 94,4% so Fe variable could be explained by form factors of heavy metals Co (0,918 or 91,8%) and Cr (0,920 or 92 %). Communality values showed that changes of heavy metal Ni from ultrabasic bedrocks and settling ponds were relatively weak (0,109), while heavy metals Fe, Co, Cr were relatively strong. Change of heavy metal Ni showed that the release of ultrabasic rock elements happened earlier in Ni, then followed by Fe, Co and Cr. The release of elements is generally caused by difference of mobility influenced by radius of ions and hydrolysis condition [12]. Degree of mobility depends on heterogeneity of ultrabasic protolith and the formation of allogeneic minerals. The higher average degree of mobility is Ca>Mg>Si>Ni>Co~ Zn~V>Fe = Cr ~ Mn [13]. Table 2. Communality values of heavy metals Analysis of total variance in the result of heavy metal Ni has the biggest eigenvalue which is: 2,892 which is 72,289% of tr(R). Meanwhile heavy metal Fe has the biggest eigenvalue which is: 2,892 + 0,928 from 95,486% of tr (R). Heavy metal Co has the biggest eigenvalue which is: 2,892 + 1,362 + 0,123 from 98,552 (Table.3). After knowing eigenvalues, there were values with loading factors which were interpreted as metals with strong influence on rocks and settling ponds. Distributions of heavy metals Ni, Fe, Co had relatively big influences on ultrabasic bedrocks and settling ponds, as follows : Ni > Fe > Co. Table 3. The value of total variance explained This heavy metal composition illustrates that Ni ultrabasic rock is very reactive in releasing elements which contain Fe, forming oxidation. Heavy metal Cr has very small eigenvalue factor and large cumulative score, showing that heavy metal chrome has different distribution property than the three heavy (Ni, Fe, Co) in ultrabasic bedrocks and settling ponds. Relatively high value in heavy metal chrome (Cr) was interpreted as relatively stable sedimentation in settling ponds relatively small influence of surface water. Table 4 shows loading factors (correlation values) between analysis variables and formed factors. It shows that only Fe has the highest score (0,972), indicating that Fe could be reduced by heavy metal Ni, but was relatively weak on Co and Cr. Similar loading factors in Co and Cr show that both elements couldn’t reduce each other and had different influences on Fe. It’s interpreted that heavy metal chrome was precipitated well in settling ponds and followed by sedimentation of heavy metal Co which was influenced by heavy metal Fe from the flow of surface water. Fig. 2 shows Ni, Fe, Co, Cr located in the same component which was component 1 and was an illustration of accumulation of distributions of heavy metals in settling ponds. Heavy metal Ni relatively formed single populations which were interpreted as low mobility in reduction condition of settling ponds. There was similarity between Ni and Cr in that heavy metal Cr would have limited mobility if Ni level increased, and this generally happens in iron oxide layers [12]. Component Initial Eigen values Extraction Sums of Squared Loadings Total % of Variance Cumulative % Total % of Variance Cumulativ e % Ni 2.892 72.289 72.289 2.892 72.289 72.289 Fe .928 23.197 95.486 Co .123 3.066 98.552 Cr .058 1.448 100.000 Extraction Method: Principal Component Analysis.
  • 4. Muhammad Chaerul et al. Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622,Vol. 5, Issue 6, ( Part -2) June 2015, pp.72-75 www.ijera.com 75 | P a g e Table 4. Loading factor value of each Heavy Metal Meanwhile, in heavy metals Co, Fe, Cr formed multiple population which was interpreted as similar very low mobility in reduction condition, neutral to alkaline with water and sediment media. Cr populations showed slices containing Fe which was interpreted as an illustration of similar very low mobility oxidation and neutral-alkaline conditions. Very low mobility condition is elemental geochemical mobility which depends on acidic environmental and causes non-crystalline metals to form fractions in sediments [10]. This condition is characterized is by color change of soil from reddish to blackish which shows accumulation of heavy metal iron along with the dissolution of surface water. The condition of Cr was very stable and resistant to materials from reformed ultrabasic rocks, but Ni was very unstable. Heavy metal Fe in sediments was influenced by clay mineral and low temperature, forming Fe-hydroxides. Fe and Cr in sediments would form ferrochrome compound where electron activities changed into proton [12]. Fig.2. Mechanism of changes of distributions of heavy metals in settling ponds V. CONCLUSIONS The conclusions drawn are:  Distributions of heavy metals Fe and Cr relatively strengthened constantly. The graphs of Fe and Cr were interpreted as similar mobility and mechanism of transportation of elements which can form chemical compounds. Meanwhile, metals Ni and Co had similar graph which was relatively flat constantly. This was interpreted as similar mobility of heavy metals in settling ponds.  The mobility of heavy metals Fe and Cr were mostly concentrated to form ferrochrome compound in the sediment of settling ponds compared with Ni with its low mobility and Co with its very low mobility. REFERENCES [1] C.A. Davis, K. Tomlison, T. Stephenson, Heavy Metals in Riber Tees Estuary Sediments, Environment Technology, Canada, 1991. [2] U. Forstner, G.T.W. Wittmann, Metal pollution in the aquatic environment, Springer-Verlag, Berlin, 1983, pp. 30-61. [3] Badan Pusat Statistik. Kabupaten Konawe Utara dalam Angka, Kabupaten Konawe, Sulawesi Tenggara, 2006. [4] E.R Long, A. Robertson, D.A.Wolfe, J. Hameedi, G.M. Sloane. Estimates of the Spatial Extent of Sediment Toxicity in Major U.S. Estuaries, Environmental Sciences & Technology,USA, 1996, 30(12):3585-3592. [5] L. Foroozan, Hydrologic Analysis and Flow Control Design/BMPs; Stormwater management manual for Western Washington. V.III, Washington State Department of Ecology, USA, Publ.9913, 2001. [6] B. Berkowitz, I. Dror, B. Yaron, Contaminant Geochemistry-Interactions and Transport in the Subsurface Environment, ISBN:978-3-540-74381- 1, Sringer-Verlag Berlin Heidelberg, German, 2008. [7] F. Colin, D. Nahon, J.J. Tescases, Melfi, Lateritic Weathering of Pyroxenite at Niquelandia, Goias, Brazil: The Supergene Behaviour of Nickel, Economic Geology, V. 85, Brazil, 1990. [8] A.R. Karbassi, GhR. Bidendhi, I. Bayati, Environmental Geochemistry of Heavy Metals in Sediment Core Off Bushehr, Persian Gulf. Iran, J. Enviroen Health.Sci.Eng, V.2 no.4, 2005, p.255- 260. [9] P. Tume, J. Bech, F. Reverter, L. Longan, L. Tume, B. Sepulveda, Concentration and Distribution of Twelve in Central Catalonia Surface Soils, Journal of Geochemical Exploration. Elsevier, 2010. [10] U. Forstner, W. Ahlf, W. Calmano, M. Kersten, W. Salomons, Mobility of Heavy Metals in Dredged Harbor Sediments, Chapter 31, 1987. [11] D.K. Nordstrom, Hydrogeochemical Processes Governing the Origin, Transport and fate of Major and trace Elements from Mine Waste and Mineralized Rock to Surface waters, Applied geochemistry, Elsevier Ltd, 2011. [12] W. M. White, Geochemistry, Chapter VII, Wiley- Blackwell, 2011. [13] Q. Cheng, W. Wang, H. Wang, Z. Zhao, Investigation of Heavy Metal Contamination of the Sediments from the Yellow River Wetland Nature Reserve of Zhengzhou.China, Iranian J.Publ.Health, 2012, V.41, no.3. Logam Berat Component 1 Ni .331 Fe .972 Co .958 Cr .959 Extraction Method: Principal Component Analysis. a. 1 components extracted.