Upload
yustinus-adityawan
View
79
Download
1
Embed Size (px)
Citation preview
WATER TABLE IDENTIFICATION USING ELECTRICAL RESISTIVITY TOMOGRAPHY (ERT) AT BANDUNG
VILLAGE - NANGGULAN SUB DISTRICT DI YOGYAKARTA
(AN APPLICATION OF 2D GEOELECTRICAL METHOD)
[RESEARCH REPORT]
Yustinus AdityawanDhandun WacanoGemma FatahillahArifin Jati Sukma
Endhy YudhawantoMuh Fahrudin Alfana
2012
[ Geoelectric has valuable and significant value for environmental geotechnical exploration and especially hydrogeological problems This research was conducted at Bandung Village Nanggulan Sub District Kulon Progo Regency The aim of this paper is to know how effectively 2D geoelectrical method (ERT) for identifying hydrogeological characteristic especially water table that occurs on research area]
1
Final Report of Electrical Resistivity Tomography Test
WATER TABLE IDENTIFICATION USING ELECTRICAL RESISTIVITY TOMOGRAPHY (ERT) AT BANDUNG VILLAGE - NANGGULAN SUB DISTRICTDI YOGYAKARTA
(AN APPLICATION OF 2D GEOELECTRICAL METHOD)
Yustinus Adityawan ) Dandhun Wacono Gemma Fatahillah Arifin Jati Sukma Endhi Yudhawanto Muh Fahrudin Alfana) killrockforfunyahoocoid
ABSTRACTGeoelectric has valuable and significant value for environmental geotechnical exploration
and especially hydrogeological problems This research was conducted at Bandung Village Nanggulan Sub District Kulon Progo Regency The aim of this paper is to know how effectively 2D geoelectrical method (ERT) for identifying hydrogeological characteristic especially water table that occurs on research area
Field survey and measurement were used in this research These could be divided into 2 sub groups were 1) geological surveys and 2) Hydrological survey The geological survey was done by measured geologic stratification and rocks identification Hydrological survey include water table measurement and Electrical Resistivity Tomography (ERT) using Wenner-Schlumberger array configuration The apparent resistivity data that had been taken before it would be converted into the true resistivity using the inversion methods that exist on RES2DINV software The picture of true resistivity distribution will be correlate with geologic and water table data so the occurrence of groundwater and the underground material would be known
The result shown that the geoelectric method especially Electrical Resistivity Tomography configuration Wenner-Schlumberger array was effectively to identify water table Water table was founded at plusmn 2 m below the surface with the resistivity values range was approximately 11 Ωm The clay material as the side product of limestone that decayed had the resistivity values range approximately 0 ndash 754 Ωm
Keywords Water Table Electrical Resistivity Survey Hydrological Survey Bandung Village
1 Introduction
Water is an important natural elemens which
is needed by human since the prehistoric time
Naturally water that is used by human is derived
into 3 sub groups Those are atmospheric water
surface water and groundwater Sharp (2007)
stated that groundwater is generally all water
beneath the land surface and sometimes it is
more narrowly defined as phreatic water or water
beneath the water table (p ge p atmospheric)
Groundwater is kind of water resources that
usually used by human to fulfill their needs
because groundwater has valuables value than
any water resources These benefits are 1)
quantity of groundwater doesnrsquot influence by
seasonal climate 2) groundwater quality is more
better than any water resources 3) Groundwater
doesnrsquot need space and place to impound it and
4) the cost for utilizing groundwater is more
cheaper than any water resources
2
Final Report of Electrical Resistivity Tomography Test
Groundwater has significant relation with
hydrostratigraphic which is the place
groundwater is Hydrostratigraphic can be
defined as geologic layer which described about
aquifer systems below the earth (Weight 2004)
Santosa (2000) stated that characteristic of
hydrostratigraphy at certain area was different
with the others It was proceed by climatic
condition compaction time geologic structure
geomorphic processes (present and past) and
also the characteristic of stratification (dip-strike)
Figure 1 Hydrologic Cycle(Source
httpwwwwaterprotectioncaimageswatercyclejpg)
At this time a lot of technologies whichrsquore
applied and developed to identify and predict the
occurrence of groundwater such as remote
sensing hydrological survey and geophysical
methods Geophysical method is the physics of
the Earth and its environment in space also the
study of the Earth using quantitative physical
methods (httpwwwwikipediacom was
accessed on Dec 04 2011)
One of the geophysical techniques that
commonly used on prospecting of groundwater
is geoelectric Geoelectric is kind of geophysic
techniques which is to determine the subsurface
resistivity distribution by making measurements
on the surface Herlambang (2011) stated that
geoelectric is kind of geophysics which is to
determine geologic stratification below the earth
where the important concept is conducting
electricity on surface and the electricity current
creeping below the earth and each materials
which constructed the earth have different ability
to conduct it
Geoelectric method have been used for
environmental problems for many years such as
hydrogeological geotechnical mineral
exploration etc This research was focused on
the effectiveness of 2D geoelectrical method
(ERT) for identifying hydrogeological
characteristic especially water table that occurs
on research area
Figure 2 The Types amp Kinds of Aquifer which occur in the nature
(Source httpwwwwaterencyclopediacomterhtml)
3
Final Report of Electrical Resistivity Tomography Test
2 Geological and Hydrological Setting
Geologic formation that existed on research
area is Sentolo Formation Sentolo Formation had
been formed at Tertiary Age (Early Meocene ndash
Early Pliocene period) Geological material and
structure of Sentolo Formation was influenced by
2 mainly geologic processes Those are volcanic
and geotectonic processes such as uplifted
subsidenced and folded (Van Bammelen 1970)
As consequences of geotectonic and volcanic
processes that formed research area it will be
affected on rock material geologic structure and
hydrological condition The types of rock which
made up are marls and agglomerates on the
upper of Sentolo Formation strata and then on
the base are bedded limestone locally reef
limestone and limestone with marl interlayer
AB
C
Figure 3 Micro-Geological Structure on marls (A) Folded on Limestone with marls interlayer (B) and Micro-pitting structure as the consequences of bio-chemical wheathering that occurred on marls with sand
interlayer(C)
The types of geologic material have tight
relation with hydrostratigraphic aquifer especially
groundwater quality and quantity Based on the
type of geologic materials that made up on
research area groundwater will be fulfill the
pores of limestones that will be creating fractures
aquifer system Groundwater will be taking
physic-chemical contact with minerals and
particles of limestone Where micro particles of
limestone became soluble with groundwater It
would be bad effect for society healthy (kidney
desease) if society concumed it for long period
4
Final Report of Electrical Resistivity Tomography Test
Figure 4 Progo River (A) The lower point of Progo River and Tinalah River on Dusun Semaken Tiga (D)Tinalah River on Dusun Kemesu (B) Kayangan River on Tanjungharjo village (C)
The total rainfall that occurred on this site
was plusmn 1800 ndash 1850 mmyear based on rainfall
data calculation 2010 (Herlambang 2011)
Serang river is effluent type where groundwater
fulfill riverIt will be affected climatic condition
when summer season the rate of flow would be
decrease and when rainy season the rate of flow
would be increase From field measurement
geologic characteristic has the biggest role for
hydrological setting on this site
3 A Concept of Electrical Resistivity
Tomography
Geophysical techniques can be used to
identify the feature geometries by contrasts in
the physical properties (Fehdi et al 2009) Those
are density magnetic susceptibility conductivity
and electrical resistivity Ha et al (2009) defined
electrical resistivity 1) as the resistance of a unit
length of a material and 2) an intrinsic property
that depends on the geometry and properties of
a material One of geophysical techniques that
had been used on this research was electrical
resistivity
5
Final Report of Electrical Resistivity Tomography Test
A
B
Figure 5 2D geoelectric measurement (A) and tested the geoelectric equipment and made up wenner-schlumberger array configuration (B)
Resistivity survey gives a picture that
describe the subsurface resistivity distribution
Resistivity picture can be changed into geologic
picture with the knowledge of geologic and
geomorphic conditions (field survey and
secondary data that can be taken on research or
institutional data such as borehole and lithologic
data)
The purpose of electrical surveys is to
determine the subsurface resistivity distribution
by making measurements on the ground surface
(Loke 19992009 Ha et al 2009 Fehdi et al
2009 Frid et al 2008) From these
measurements the true resistivity of the
subsurface can be estimated The physical
properties below the underground is related to
various geological parameters such as the
mineral and fluid content porosity and degree of
water saturation in the rock (Loke 19992009
Krishnamurthy et al 2009 Frid et al 2008)
6
Final Report of Electrical Resistivity Tomography Test
Table 1 The Range of Earth Material Resistivity amp Conductivity
Material Resisvitity (Ωm)Conductivity (Siemensm)
Igneous and Metamorphic Rocks
Granite 5 x 103 - 106 10-6 - 2 x 10-4
Basalt 103 - 106 10-6 - 10-3
Slate 6 x 102 - 4 x 107 25 x 10-8 - 17 x 10-3
Marble 102 - 25 x 108 4 x 10-9 - 10-2
Quartzite 102 - 2 x 108 5 x 10-9 - 10-2
Sedimentary Rocks
Sandstone 8 - 4 x 103 25 x 10-4 - 0125
Shale 20 - 2 x 103 5 x 10-4 - 005
Limestone 50 - 4 x 102 25 x 10-3 - 002
Soil and Waters
Clay 1 - 100 001 - 1
Alluvium 10 - 800 125 x 10-3 - 01
Groundwater (Fresh) 10 - 100 001 - 01
Sea Water 02 5
Chemicals
Iron 9074 x 10-8 1102 x 107
001 M Potassium chloride 0708 1413
001 M Sodium chloride 0843 1185
001 M acetic acid 619 0163
Xylene 6998 x 1016 1429 x 10-1
Source Loke (1999)
Igneous and metamorphic rocks have high
resistivity values it depends on degree of
fracturing and the percentage of water that filled
in on the fractures of rock The sedimentary
rocks that are more porous than the two others
have low resistivity values because the water
content filled in on the fractures
Geoelectric Method using Wenner-
Schlumberger Array
The resistivity measurements are normally
made by injecting current into the ground
through two current electrodes (C1 and C2) and
measuring the resulting voltage difference at two
potential electrodes (P1 and P2) From the
current (I) and voltage (V) values an apparent
7
Final Report of Electrical Resistivity Tomography Test
resistivity (pa) value is calculated (Loke 1999
2009) The systematic explanation and the
equation on above can be seen on Figure 6 and
7
Figure 6 The equation of voltagecurrent and resistivity
The limitation of traditional geoelectric
method was the horizontal-captured layer of the
underground We must be realized that the
underground geology was the complex settings
it could be composed by the rock materials
geologic structures mineral compotitions and
also the values of resistivity itself The traditional
resistivity sounding method might not sufficiently
accurate for such situations (Loke 1999 2009
Milsom 2003) At this time the improvement of
technology has been increase significantly it will
be affecting on geoelectric development including
the equipment (computer) the cost the data
accuracy methodology and also man-power
Figure 7 Traditional geoelectrical array
The geoelectric development is increasing
significantly it is because using 2-D geoelectric
more cheaper than any other geophysic methods
and the important one is the 2-D geoelectric
(ERT) relatively same with seismic Traditional
geoelectric didnrsquot effectively if it was used for
place which has morphological variation
compared with 2-D3-D geoelectric Because
topographicalmorphological variation will be
influence to the noises that resulted from
measurement
Loke (19992009) stated that accurated
model of the subsurface was a two-dimensional
(2-D) model where the resistivity changed in the
vertical direction as well as in the horizontal
direction along the survey line
Wenner-Schlumberger array configuration
was used on this research because itrsquos was a
merge array configuration between Wenner array
ρa = k VI ρa = apparent resistivityk = geometric factorV = voltI = current
8
Final Report of Electrical Resistivity Tomography Test
and Schlumberger array The sensitivity for
Schlumberger array is slightly different from the
Wenner array with a slight vertical or horizontal
from reality imaging To improve the vertical and
horizontal captured imaging so the Wenner and
Schlumberger array was combined each other
Because itrsquos a merge from 2 arrays configuration
the geometric factor of each arrays must be
different
The geometric factor for each arrays and the
procedure of ERT measurement will be
represented on Figure 8 and 9
Figure 8 Geometric of current and potential electrodes for (a) Wenner and (b) Schlumberger(Source Lowrie 2007)
9
Final Report of Electrical Resistivity Tomography Test
Table 2 The Common of Earth Materials and their resistivity
Material Resisvitity (Ωm)
Top Soil 50 - 100
Loose Sand 500 - 5000
Gravel 100 - 600
Clay 1 - 100
Weathered Bedrock 100 - 1000
Sandstone 200 - 8000
Limestone 500 - 10000
Greenstone 500 - 200000
Gabbro 100 - 500000
Granite 200 - 100000
Basalt 200 - 100000
Graphitic Schist 10 - 500
Slates 500 - 500000
Quartzite 500 - 800000
Ore Minerals
Pyrite (ores) 001 - 100
Pryrhotite 0001 - 001
Chalcopyrite 0005 - 01
Galena 0001 - 100
Sphalerita 1000 - 1000000
Magnetite 001 - 1000
Cassiterite 0001 - 10000
Hematite 001 - 1000000Source Milson (2003)
Loke (1999) said that there is a slightly
greater concentration of high sensitivity values
below the P1-P2 electrodes This means that this
array is moderately sensitive to both horizontal
and vertical structures The Wenner-
Schlumberger array has a slightly better
horizontal coverage compared with the Wenner
array (Loke 2009)
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
1
Final Report of Electrical Resistivity Tomography Test
WATER TABLE IDENTIFICATION USING ELECTRICAL RESISTIVITY TOMOGRAPHY (ERT) AT BANDUNG VILLAGE - NANGGULAN SUB DISTRICTDI YOGYAKARTA
(AN APPLICATION OF 2D GEOELECTRICAL METHOD)
Yustinus Adityawan ) Dandhun Wacono Gemma Fatahillah Arifin Jati Sukma Endhi Yudhawanto Muh Fahrudin Alfana) killrockforfunyahoocoid
ABSTRACTGeoelectric has valuable and significant value for environmental geotechnical exploration
and especially hydrogeological problems This research was conducted at Bandung Village Nanggulan Sub District Kulon Progo Regency The aim of this paper is to know how effectively 2D geoelectrical method (ERT) for identifying hydrogeological characteristic especially water table that occurs on research area
Field survey and measurement were used in this research These could be divided into 2 sub groups were 1) geological surveys and 2) Hydrological survey The geological survey was done by measured geologic stratification and rocks identification Hydrological survey include water table measurement and Electrical Resistivity Tomography (ERT) using Wenner-Schlumberger array configuration The apparent resistivity data that had been taken before it would be converted into the true resistivity using the inversion methods that exist on RES2DINV software The picture of true resistivity distribution will be correlate with geologic and water table data so the occurrence of groundwater and the underground material would be known
The result shown that the geoelectric method especially Electrical Resistivity Tomography configuration Wenner-Schlumberger array was effectively to identify water table Water table was founded at plusmn 2 m below the surface with the resistivity values range was approximately 11 Ωm The clay material as the side product of limestone that decayed had the resistivity values range approximately 0 ndash 754 Ωm
Keywords Water Table Electrical Resistivity Survey Hydrological Survey Bandung Village
1 Introduction
Water is an important natural elemens which
is needed by human since the prehistoric time
Naturally water that is used by human is derived
into 3 sub groups Those are atmospheric water
surface water and groundwater Sharp (2007)
stated that groundwater is generally all water
beneath the land surface and sometimes it is
more narrowly defined as phreatic water or water
beneath the water table (p ge p atmospheric)
Groundwater is kind of water resources that
usually used by human to fulfill their needs
because groundwater has valuables value than
any water resources These benefits are 1)
quantity of groundwater doesnrsquot influence by
seasonal climate 2) groundwater quality is more
better than any water resources 3) Groundwater
doesnrsquot need space and place to impound it and
4) the cost for utilizing groundwater is more
cheaper than any water resources
2
Final Report of Electrical Resistivity Tomography Test
Groundwater has significant relation with
hydrostratigraphic which is the place
groundwater is Hydrostratigraphic can be
defined as geologic layer which described about
aquifer systems below the earth (Weight 2004)
Santosa (2000) stated that characteristic of
hydrostratigraphy at certain area was different
with the others It was proceed by climatic
condition compaction time geologic structure
geomorphic processes (present and past) and
also the characteristic of stratification (dip-strike)
Figure 1 Hydrologic Cycle(Source
httpwwwwaterprotectioncaimageswatercyclejpg)
At this time a lot of technologies whichrsquore
applied and developed to identify and predict the
occurrence of groundwater such as remote
sensing hydrological survey and geophysical
methods Geophysical method is the physics of
the Earth and its environment in space also the
study of the Earth using quantitative physical
methods (httpwwwwikipediacom was
accessed on Dec 04 2011)
One of the geophysical techniques that
commonly used on prospecting of groundwater
is geoelectric Geoelectric is kind of geophysic
techniques which is to determine the subsurface
resistivity distribution by making measurements
on the surface Herlambang (2011) stated that
geoelectric is kind of geophysics which is to
determine geologic stratification below the earth
where the important concept is conducting
electricity on surface and the electricity current
creeping below the earth and each materials
which constructed the earth have different ability
to conduct it
Geoelectric method have been used for
environmental problems for many years such as
hydrogeological geotechnical mineral
exploration etc This research was focused on
the effectiveness of 2D geoelectrical method
(ERT) for identifying hydrogeological
characteristic especially water table that occurs
on research area
Figure 2 The Types amp Kinds of Aquifer which occur in the nature
(Source httpwwwwaterencyclopediacomterhtml)
3
Final Report of Electrical Resistivity Tomography Test
2 Geological and Hydrological Setting
Geologic formation that existed on research
area is Sentolo Formation Sentolo Formation had
been formed at Tertiary Age (Early Meocene ndash
Early Pliocene period) Geological material and
structure of Sentolo Formation was influenced by
2 mainly geologic processes Those are volcanic
and geotectonic processes such as uplifted
subsidenced and folded (Van Bammelen 1970)
As consequences of geotectonic and volcanic
processes that formed research area it will be
affected on rock material geologic structure and
hydrological condition The types of rock which
made up are marls and agglomerates on the
upper of Sentolo Formation strata and then on
the base are bedded limestone locally reef
limestone and limestone with marl interlayer
AB
C
Figure 3 Micro-Geological Structure on marls (A) Folded on Limestone with marls interlayer (B) and Micro-pitting structure as the consequences of bio-chemical wheathering that occurred on marls with sand
interlayer(C)
The types of geologic material have tight
relation with hydrostratigraphic aquifer especially
groundwater quality and quantity Based on the
type of geologic materials that made up on
research area groundwater will be fulfill the
pores of limestones that will be creating fractures
aquifer system Groundwater will be taking
physic-chemical contact with minerals and
particles of limestone Where micro particles of
limestone became soluble with groundwater It
would be bad effect for society healthy (kidney
desease) if society concumed it for long period
4
Final Report of Electrical Resistivity Tomography Test
Figure 4 Progo River (A) The lower point of Progo River and Tinalah River on Dusun Semaken Tiga (D)Tinalah River on Dusun Kemesu (B) Kayangan River on Tanjungharjo village (C)
The total rainfall that occurred on this site
was plusmn 1800 ndash 1850 mmyear based on rainfall
data calculation 2010 (Herlambang 2011)
Serang river is effluent type where groundwater
fulfill riverIt will be affected climatic condition
when summer season the rate of flow would be
decrease and when rainy season the rate of flow
would be increase From field measurement
geologic characteristic has the biggest role for
hydrological setting on this site
3 A Concept of Electrical Resistivity
Tomography
Geophysical techniques can be used to
identify the feature geometries by contrasts in
the physical properties (Fehdi et al 2009) Those
are density magnetic susceptibility conductivity
and electrical resistivity Ha et al (2009) defined
electrical resistivity 1) as the resistance of a unit
length of a material and 2) an intrinsic property
that depends on the geometry and properties of
a material One of geophysical techniques that
had been used on this research was electrical
resistivity
5
Final Report of Electrical Resistivity Tomography Test
A
B
Figure 5 2D geoelectric measurement (A) and tested the geoelectric equipment and made up wenner-schlumberger array configuration (B)
Resistivity survey gives a picture that
describe the subsurface resistivity distribution
Resistivity picture can be changed into geologic
picture with the knowledge of geologic and
geomorphic conditions (field survey and
secondary data that can be taken on research or
institutional data such as borehole and lithologic
data)
The purpose of electrical surveys is to
determine the subsurface resistivity distribution
by making measurements on the ground surface
(Loke 19992009 Ha et al 2009 Fehdi et al
2009 Frid et al 2008) From these
measurements the true resistivity of the
subsurface can be estimated The physical
properties below the underground is related to
various geological parameters such as the
mineral and fluid content porosity and degree of
water saturation in the rock (Loke 19992009
Krishnamurthy et al 2009 Frid et al 2008)
6
Final Report of Electrical Resistivity Tomography Test
Table 1 The Range of Earth Material Resistivity amp Conductivity
Material Resisvitity (Ωm)Conductivity (Siemensm)
Igneous and Metamorphic Rocks
Granite 5 x 103 - 106 10-6 - 2 x 10-4
Basalt 103 - 106 10-6 - 10-3
Slate 6 x 102 - 4 x 107 25 x 10-8 - 17 x 10-3
Marble 102 - 25 x 108 4 x 10-9 - 10-2
Quartzite 102 - 2 x 108 5 x 10-9 - 10-2
Sedimentary Rocks
Sandstone 8 - 4 x 103 25 x 10-4 - 0125
Shale 20 - 2 x 103 5 x 10-4 - 005
Limestone 50 - 4 x 102 25 x 10-3 - 002
Soil and Waters
Clay 1 - 100 001 - 1
Alluvium 10 - 800 125 x 10-3 - 01
Groundwater (Fresh) 10 - 100 001 - 01
Sea Water 02 5
Chemicals
Iron 9074 x 10-8 1102 x 107
001 M Potassium chloride 0708 1413
001 M Sodium chloride 0843 1185
001 M acetic acid 619 0163
Xylene 6998 x 1016 1429 x 10-1
Source Loke (1999)
Igneous and metamorphic rocks have high
resistivity values it depends on degree of
fracturing and the percentage of water that filled
in on the fractures of rock The sedimentary
rocks that are more porous than the two others
have low resistivity values because the water
content filled in on the fractures
Geoelectric Method using Wenner-
Schlumberger Array
The resistivity measurements are normally
made by injecting current into the ground
through two current electrodes (C1 and C2) and
measuring the resulting voltage difference at two
potential electrodes (P1 and P2) From the
current (I) and voltage (V) values an apparent
7
Final Report of Electrical Resistivity Tomography Test
resistivity (pa) value is calculated (Loke 1999
2009) The systematic explanation and the
equation on above can be seen on Figure 6 and
7
Figure 6 The equation of voltagecurrent and resistivity
The limitation of traditional geoelectric
method was the horizontal-captured layer of the
underground We must be realized that the
underground geology was the complex settings
it could be composed by the rock materials
geologic structures mineral compotitions and
also the values of resistivity itself The traditional
resistivity sounding method might not sufficiently
accurate for such situations (Loke 1999 2009
Milsom 2003) At this time the improvement of
technology has been increase significantly it will
be affecting on geoelectric development including
the equipment (computer) the cost the data
accuracy methodology and also man-power
Figure 7 Traditional geoelectrical array
The geoelectric development is increasing
significantly it is because using 2-D geoelectric
more cheaper than any other geophysic methods
and the important one is the 2-D geoelectric
(ERT) relatively same with seismic Traditional
geoelectric didnrsquot effectively if it was used for
place which has morphological variation
compared with 2-D3-D geoelectric Because
topographicalmorphological variation will be
influence to the noises that resulted from
measurement
Loke (19992009) stated that accurated
model of the subsurface was a two-dimensional
(2-D) model where the resistivity changed in the
vertical direction as well as in the horizontal
direction along the survey line
Wenner-Schlumberger array configuration
was used on this research because itrsquos was a
merge array configuration between Wenner array
ρa = k VI ρa = apparent resistivityk = geometric factorV = voltI = current
8
Final Report of Electrical Resistivity Tomography Test
and Schlumberger array The sensitivity for
Schlumberger array is slightly different from the
Wenner array with a slight vertical or horizontal
from reality imaging To improve the vertical and
horizontal captured imaging so the Wenner and
Schlumberger array was combined each other
Because itrsquos a merge from 2 arrays configuration
the geometric factor of each arrays must be
different
The geometric factor for each arrays and the
procedure of ERT measurement will be
represented on Figure 8 and 9
Figure 8 Geometric of current and potential electrodes for (a) Wenner and (b) Schlumberger(Source Lowrie 2007)
9
Final Report of Electrical Resistivity Tomography Test
Table 2 The Common of Earth Materials and their resistivity
Material Resisvitity (Ωm)
Top Soil 50 - 100
Loose Sand 500 - 5000
Gravel 100 - 600
Clay 1 - 100
Weathered Bedrock 100 - 1000
Sandstone 200 - 8000
Limestone 500 - 10000
Greenstone 500 - 200000
Gabbro 100 - 500000
Granite 200 - 100000
Basalt 200 - 100000
Graphitic Schist 10 - 500
Slates 500 - 500000
Quartzite 500 - 800000
Ore Minerals
Pyrite (ores) 001 - 100
Pryrhotite 0001 - 001
Chalcopyrite 0005 - 01
Galena 0001 - 100
Sphalerita 1000 - 1000000
Magnetite 001 - 1000
Cassiterite 0001 - 10000
Hematite 001 - 1000000Source Milson (2003)
Loke (1999) said that there is a slightly
greater concentration of high sensitivity values
below the P1-P2 electrodes This means that this
array is moderately sensitive to both horizontal
and vertical structures The Wenner-
Schlumberger array has a slightly better
horizontal coverage compared with the Wenner
array (Loke 2009)
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
2
Final Report of Electrical Resistivity Tomography Test
Groundwater has significant relation with
hydrostratigraphic which is the place
groundwater is Hydrostratigraphic can be
defined as geologic layer which described about
aquifer systems below the earth (Weight 2004)
Santosa (2000) stated that characteristic of
hydrostratigraphy at certain area was different
with the others It was proceed by climatic
condition compaction time geologic structure
geomorphic processes (present and past) and
also the characteristic of stratification (dip-strike)
Figure 1 Hydrologic Cycle(Source
httpwwwwaterprotectioncaimageswatercyclejpg)
At this time a lot of technologies whichrsquore
applied and developed to identify and predict the
occurrence of groundwater such as remote
sensing hydrological survey and geophysical
methods Geophysical method is the physics of
the Earth and its environment in space also the
study of the Earth using quantitative physical
methods (httpwwwwikipediacom was
accessed on Dec 04 2011)
One of the geophysical techniques that
commonly used on prospecting of groundwater
is geoelectric Geoelectric is kind of geophysic
techniques which is to determine the subsurface
resistivity distribution by making measurements
on the surface Herlambang (2011) stated that
geoelectric is kind of geophysics which is to
determine geologic stratification below the earth
where the important concept is conducting
electricity on surface and the electricity current
creeping below the earth and each materials
which constructed the earth have different ability
to conduct it
Geoelectric method have been used for
environmental problems for many years such as
hydrogeological geotechnical mineral
exploration etc This research was focused on
the effectiveness of 2D geoelectrical method
(ERT) for identifying hydrogeological
characteristic especially water table that occurs
on research area
Figure 2 The Types amp Kinds of Aquifer which occur in the nature
(Source httpwwwwaterencyclopediacomterhtml)
3
Final Report of Electrical Resistivity Tomography Test
2 Geological and Hydrological Setting
Geologic formation that existed on research
area is Sentolo Formation Sentolo Formation had
been formed at Tertiary Age (Early Meocene ndash
Early Pliocene period) Geological material and
structure of Sentolo Formation was influenced by
2 mainly geologic processes Those are volcanic
and geotectonic processes such as uplifted
subsidenced and folded (Van Bammelen 1970)
As consequences of geotectonic and volcanic
processes that formed research area it will be
affected on rock material geologic structure and
hydrological condition The types of rock which
made up are marls and agglomerates on the
upper of Sentolo Formation strata and then on
the base are bedded limestone locally reef
limestone and limestone with marl interlayer
AB
C
Figure 3 Micro-Geological Structure on marls (A) Folded on Limestone with marls interlayer (B) and Micro-pitting structure as the consequences of bio-chemical wheathering that occurred on marls with sand
interlayer(C)
The types of geologic material have tight
relation with hydrostratigraphic aquifer especially
groundwater quality and quantity Based on the
type of geologic materials that made up on
research area groundwater will be fulfill the
pores of limestones that will be creating fractures
aquifer system Groundwater will be taking
physic-chemical contact with minerals and
particles of limestone Where micro particles of
limestone became soluble with groundwater It
would be bad effect for society healthy (kidney
desease) if society concumed it for long period
4
Final Report of Electrical Resistivity Tomography Test
Figure 4 Progo River (A) The lower point of Progo River and Tinalah River on Dusun Semaken Tiga (D)Tinalah River on Dusun Kemesu (B) Kayangan River on Tanjungharjo village (C)
The total rainfall that occurred on this site
was plusmn 1800 ndash 1850 mmyear based on rainfall
data calculation 2010 (Herlambang 2011)
Serang river is effluent type where groundwater
fulfill riverIt will be affected climatic condition
when summer season the rate of flow would be
decrease and when rainy season the rate of flow
would be increase From field measurement
geologic characteristic has the biggest role for
hydrological setting on this site
3 A Concept of Electrical Resistivity
Tomography
Geophysical techniques can be used to
identify the feature geometries by contrasts in
the physical properties (Fehdi et al 2009) Those
are density magnetic susceptibility conductivity
and electrical resistivity Ha et al (2009) defined
electrical resistivity 1) as the resistance of a unit
length of a material and 2) an intrinsic property
that depends on the geometry and properties of
a material One of geophysical techniques that
had been used on this research was electrical
resistivity
5
Final Report of Electrical Resistivity Tomography Test
A
B
Figure 5 2D geoelectric measurement (A) and tested the geoelectric equipment and made up wenner-schlumberger array configuration (B)
Resistivity survey gives a picture that
describe the subsurface resistivity distribution
Resistivity picture can be changed into geologic
picture with the knowledge of geologic and
geomorphic conditions (field survey and
secondary data that can be taken on research or
institutional data such as borehole and lithologic
data)
The purpose of electrical surveys is to
determine the subsurface resistivity distribution
by making measurements on the ground surface
(Loke 19992009 Ha et al 2009 Fehdi et al
2009 Frid et al 2008) From these
measurements the true resistivity of the
subsurface can be estimated The physical
properties below the underground is related to
various geological parameters such as the
mineral and fluid content porosity and degree of
water saturation in the rock (Loke 19992009
Krishnamurthy et al 2009 Frid et al 2008)
6
Final Report of Electrical Resistivity Tomography Test
Table 1 The Range of Earth Material Resistivity amp Conductivity
Material Resisvitity (Ωm)Conductivity (Siemensm)
Igneous and Metamorphic Rocks
Granite 5 x 103 - 106 10-6 - 2 x 10-4
Basalt 103 - 106 10-6 - 10-3
Slate 6 x 102 - 4 x 107 25 x 10-8 - 17 x 10-3
Marble 102 - 25 x 108 4 x 10-9 - 10-2
Quartzite 102 - 2 x 108 5 x 10-9 - 10-2
Sedimentary Rocks
Sandstone 8 - 4 x 103 25 x 10-4 - 0125
Shale 20 - 2 x 103 5 x 10-4 - 005
Limestone 50 - 4 x 102 25 x 10-3 - 002
Soil and Waters
Clay 1 - 100 001 - 1
Alluvium 10 - 800 125 x 10-3 - 01
Groundwater (Fresh) 10 - 100 001 - 01
Sea Water 02 5
Chemicals
Iron 9074 x 10-8 1102 x 107
001 M Potassium chloride 0708 1413
001 M Sodium chloride 0843 1185
001 M acetic acid 619 0163
Xylene 6998 x 1016 1429 x 10-1
Source Loke (1999)
Igneous and metamorphic rocks have high
resistivity values it depends on degree of
fracturing and the percentage of water that filled
in on the fractures of rock The sedimentary
rocks that are more porous than the two others
have low resistivity values because the water
content filled in on the fractures
Geoelectric Method using Wenner-
Schlumberger Array
The resistivity measurements are normally
made by injecting current into the ground
through two current electrodes (C1 and C2) and
measuring the resulting voltage difference at two
potential electrodes (P1 and P2) From the
current (I) and voltage (V) values an apparent
7
Final Report of Electrical Resistivity Tomography Test
resistivity (pa) value is calculated (Loke 1999
2009) The systematic explanation and the
equation on above can be seen on Figure 6 and
7
Figure 6 The equation of voltagecurrent and resistivity
The limitation of traditional geoelectric
method was the horizontal-captured layer of the
underground We must be realized that the
underground geology was the complex settings
it could be composed by the rock materials
geologic structures mineral compotitions and
also the values of resistivity itself The traditional
resistivity sounding method might not sufficiently
accurate for such situations (Loke 1999 2009
Milsom 2003) At this time the improvement of
technology has been increase significantly it will
be affecting on geoelectric development including
the equipment (computer) the cost the data
accuracy methodology and also man-power
Figure 7 Traditional geoelectrical array
The geoelectric development is increasing
significantly it is because using 2-D geoelectric
more cheaper than any other geophysic methods
and the important one is the 2-D geoelectric
(ERT) relatively same with seismic Traditional
geoelectric didnrsquot effectively if it was used for
place which has morphological variation
compared with 2-D3-D geoelectric Because
topographicalmorphological variation will be
influence to the noises that resulted from
measurement
Loke (19992009) stated that accurated
model of the subsurface was a two-dimensional
(2-D) model where the resistivity changed in the
vertical direction as well as in the horizontal
direction along the survey line
Wenner-Schlumberger array configuration
was used on this research because itrsquos was a
merge array configuration between Wenner array
ρa = k VI ρa = apparent resistivityk = geometric factorV = voltI = current
8
Final Report of Electrical Resistivity Tomography Test
and Schlumberger array The sensitivity for
Schlumberger array is slightly different from the
Wenner array with a slight vertical or horizontal
from reality imaging To improve the vertical and
horizontal captured imaging so the Wenner and
Schlumberger array was combined each other
Because itrsquos a merge from 2 arrays configuration
the geometric factor of each arrays must be
different
The geometric factor for each arrays and the
procedure of ERT measurement will be
represented on Figure 8 and 9
Figure 8 Geometric of current and potential electrodes for (a) Wenner and (b) Schlumberger(Source Lowrie 2007)
9
Final Report of Electrical Resistivity Tomography Test
Table 2 The Common of Earth Materials and their resistivity
Material Resisvitity (Ωm)
Top Soil 50 - 100
Loose Sand 500 - 5000
Gravel 100 - 600
Clay 1 - 100
Weathered Bedrock 100 - 1000
Sandstone 200 - 8000
Limestone 500 - 10000
Greenstone 500 - 200000
Gabbro 100 - 500000
Granite 200 - 100000
Basalt 200 - 100000
Graphitic Schist 10 - 500
Slates 500 - 500000
Quartzite 500 - 800000
Ore Minerals
Pyrite (ores) 001 - 100
Pryrhotite 0001 - 001
Chalcopyrite 0005 - 01
Galena 0001 - 100
Sphalerita 1000 - 1000000
Magnetite 001 - 1000
Cassiterite 0001 - 10000
Hematite 001 - 1000000Source Milson (2003)
Loke (1999) said that there is a slightly
greater concentration of high sensitivity values
below the P1-P2 electrodes This means that this
array is moderately sensitive to both horizontal
and vertical structures The Wenner-
Schlumberger array has a slightly better
horizontal coverage compared with the Wenner
array (Loke 2009)
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
3
Final Report of Electrical Resistivity Tomography Test
2 Geological and Hydrological Setting
Geologic formation that existed on research
area is Sentolo Formation Sentolo Formation had
been formed at Tertiary Age (Early Meocene ndash
Early Pliocene period) Geological material and
structure of Sentolo Formation was influenced by
2 mainly geologic processes Those are volcanic
and geotectonic processes such as uplifted
subsidenced and folded (Van Bammelen 1970)
As consequences of geotectonic and volcanic
processes that formed research area it will be
affected on rock material geologic structure and
hydrological condition The types of rock which
made up are marls and agglomerates on the
upper of Sentolo Formation strata and then on
the base are bedded limestone locally reef
limestone and limestone with marl interlayer
AB
C
Figure 3 Micro-Geological Structure on marls (A) Folded on Limestone with marls interlayer (B) and Micro-pitting structure as the consequences of bio-chemical wheathering that occurred on marls with sand
interlayer(C)
The types of geologic material have tight
relation with hydrostratigraphic aquifer especially
groundwater quality and quantity Based on the
type of geologic materials that made up on
research area groundwater will be fulfill the
pores of limestones that will be creating fractures
aquifer system Groundwater will be taking
physic-chemical contact with minerals and
particles of limestone Where micro particles of
limestone became soluble with groundwater It
would be bad effect for society healthy (kidney
desease) if society concumed it for long period
4
Final Report of Electrical Resistivity Tomography Test
Figure 4 Progo River (A) The lower point of Progo River and Tinalah River on Dusun Semaken Tiga (D)Tinalah River on Dusun Kemesu (B) Kayangan River on Tanjungharjo village (C)
The total rainfall that occurred on this site
was plusmn 1800 ndash 1850 mmyear based on rainfall
data calculation 2010 (Herlambang 2011)
Serang river is effluent type where groundwater
fulfill riverIt will be affected climatic condition
when summer season the rate of flow would be
decrease and when rainy season the rate of flow
would be increase From field measurement
geologic characteristic has the biggest role for
hydrological setting on this site
3 A Concept of Electrical Resistivity
Tomography
Geophysical techniques can be used to
identify the feature geometries by contrasts in
the physical properties (Fehdi et al 2009) Those
are density magnetic susceptibility conductivity
and electrical resistivity Ha et al (2009) defined
electrical resistivity 1) as the resistance of a unit
length of a material and 2) an intrinsic property
that depends on the geometry and properties of
a material One of geophysical techniques that
had been used on this research was electrical
resistivity
5
Final Report of Electrical Resistivity Tomography Test
A
B
Figure 5 2D geoelectric measurement (A) and tested the geoelectric equipment and made up wenner-schlumberger array configuration (B)
Resistivity survey gives a picture that
describe the subsurface resistivity distribution
Resistivity picture can be changed into geologic
picture with the knowledge of geologic and
geomorphic conditions (field survey and
secondary data that can be taken on research or
institutional data such as borehole and lithologic
data)
The purpose of electrical surveys is to
determine the subsurface resistivity distribution
by making measurements on the ground surface
(Loke 19992009 Ha et al 2009 Fehdi et al
2009 Frid et al 2008) From these
measurements the true resistivity of the
subsurface can be estimated The physical
properties below the underground is related to
various geological parameters such as the
mineral and fluid content porosity and degree of
water saturation in the rock (Loke 19992009
Krishnamurthy et al 2009 Frid et al 2008)
6
Final Report of Electrical Resistivity Tomography Test
Table 1 The Range of Earth Material Resistivity amp Conductivity
Material Resisvitity (Ωm)Conductivity (Siemensm)
Igneous and Metamorphic Rocks
Granite 5 x 103 - 106 10-6 - 2 x 10-4
Basalt 103 - 106 10-6 - 10-3
Slate 6 x 102 - 4 x 107 25 x 10-8 - 17 x 10-3
Marble 102 - 25 x 108 4 x 10-9 - 10-2
Quartzite 102 - 2 x 108 5 x 10-9 - 10-2
Sedimentary Rocks
Sandstone 8 - 4 x 103 25 x 10-4 - 0125
Shale 20 - 2 x 103 5 x 10-4 - 005
Limestone 50 - 4 x 102 25 x 10-3 - 002
Soil and Waters
Clay 1 - 100 001 - 1
Alluvium 10 - 800 125 x 10-3 - 01
Groundwater (Fresh) 10 - 100 001 - 01
Sea Water 02 5
Chemicals
Iron 9074 x 10-8 1102 x 107
001 M Potassium chloride 0708 1413
001 M Sodium chloride 0843 1185
001 M acetic acid 619 0163
Xylene 6998 x 1016 1429 x 10-1
Source Loke (1999)
Igneous and metamorphic rocks have high
resistivity values it depends on degree of
fracturing and the percentage of water that filled
in on the fractures of rock The sedimentary
rocks that are more porous than the two others
have low resistivity values because the water
content filled in on the fractures
Geoelectric Method using Wenner-
Schlumberger Array
The resistivity measurements are normally
made by injecting current into the ground
through two current electrodes (C1 and C2) and
measuring the resulting voltage difference at two
potential electrodes (P1 and P2) From the
current (I) and voltage (V) values an apparent
7
Final Report of Electrical Resistivity Tomography Test
resistivity (pa) value is calculated (Loke 1999
2009) The systematic explanation and the
equation on above can be seen on Figure 6 and
7
Figure 6 The equation of voltagecurrent and resistivity
The limitation of traditional geoelectric
method was the horizontal-captured layer of the
underground We must be realized that the
underground geology was the complex settings
it could be composed by the rock materials
geologic structures mineral compotitions and
also the values of resistivity itself The traditional
resistivity sounding method might not sufficiently
accurate for such situations (Loke 1999 2009
Milsom 2003) At this time the improvement of
technology has been increase significantly it will
be affecting on geoelectric development including
the equipment (computer) the cost the data
accuracy methodology and also man-power
Figure 7 Traditional geoelectrical array
The geoelectric development is increasing
significantly it is because using 2-D geoelectric
more cheaper than any other geophysic methods
and the important one is the 2-D geoelectric
(ERT) relatively same with seismic Traditional
geoelectric didnrsquot effectively if it was used for
place which has morphological variation
compared with 2-D3-D geoelectric Because
topographicalmorphological variation will be
influence to the noises that resulted from
measurement
Loke (19992009) stated that accurated
model of the subsurface was a two-dimensional
(2-D) model where the resistivity changed in the
vertical direction as well as in the horizontal
direction along the survey line
Wenner-Schlumberger array configuration
was used on this research because itrsquos was a
merge array configuration between Wenner array
ρa = k VI ρa = apparent resistivityk = geometric factorV = voltI = current
8
Final Report of Electrical Resistivity Tomography Test
and Schlumberger array The sensitivity for
Schlumberger array is slightly different from the
Wenner array with a slight vertical or horizontal
from reality imaging To improve the vertical and
horizontal captured imaging so the Wenner and
Schlumberger array was combined each other
Because itrsquos a merge from 2 arrays configuration
the geometric factor of each arrays must be
different
The geometric factor for each arrays and the
procedure of ERT measurement will be
represented on Figure 8 and 9
Figure 8 Geometric of current and potential electrodes for (a) Wenner and (b) Schlumberger(Source Lowrie 2007)
9
Final Report of Electrical Resistivity Tomography Test
Table 2 The Common of Earth Materials and their resistivity
Material Resisvitity (Ωm)
Top Soil 50 - 100
Loose Sand 500 - 5000
Gravel 100 - 600
Clay 1 - 100
Weathered Bedrock 100 - 1000
Sandstone 200 - 8000
Limestone 500 - 10000
Greenstone 500 - 200000
Gabbro 100 - 500000
Granite 200 - 100000
Basalt 200 - 100000
Graphitic Schist 10 - 500
Slates 500 - 500000
Quartzite 500 - 800000
Ore Minerals
Pyrite (ores) 001 - 100
Pryrhotite 0001 - 001
Chalcopyrite 0005 - 01
Galena 0001 - 100
Sphalerita 1000 - 1000000
Magnetite 001 - 1000
Cassiterite 0001 - 10000
Hematite 001 - 1000000Source Milson (2003)
Loke (1999) said that there is a slightly
greater concentration of high sensitivity values
below the P1-P2 electrodes This means that this
array is moderately sensitive to both horizontal
and vertical structures The Wenner-
Schlumberger array has a slightly better
horizontal coverage compared with the Wenner
array (Loke 2009)
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
4
Final Report of Electrical Resistivity Tomography Test
Figure 4 Progo River (A) The lower point of Progo River and Tinalah River on Dusun Semaken Tiga (D)Tinalah River on Dusun Kemesu (B) Kayangan River on Tanjungharjo village (C)
The total rainfall that occurred on this site
was plusmn 1800 ndash 1850 mmyear based on rainfall
data calculation 2010 (Herlambang 2011)
Serang river is effluent type where groundwater
fulfill riverIt will be affected climatic condition
when summer season the rate of flow would be
decrease and when rainy season the rate of flow
would be increase From field measurement
geologic characteristic has the biggest role for
hydrological setting on this site
3 A Concept of Electrical Resistivity
Tomography
Geophysical techniques can be used to
identify the feature geometries by contrasts in
the physical properties (Fehdi et al 2009) Those
are density magnetic susceptibility conductivity
and electrical resistivity Ha et al (2009) defined
electrical resistivity 1) as the resistance of a unit
length of a material and 2) an intrinsic property
that depends on the geometry and properties of
a material One of geophysical techniques that
had been used on this research was electrical
resistivity
5
Final Report of Electrical Resistivity Tomography Test
A
B
Figure 5 2D geoelectric measurement (A) and tested the geoelectric equipment and made up wenner-schlumberger array configuration (B)
Resistivity survey gives a picture that
describe the subsurface resistivity distribution
Resistivity picture can be changed into geologic
picture with the knowledge of geologic and
geomorphic conditions (field survey and
secondary data that can be taken on research or
institutional data such as borehole and lithologic
data)
The purpose of electrical surveys is to
determine the subsurface resistivity distribution
by making measurements on the ground surface
(Loke 19992009 Ha et al 2009 Fehdi et al
2009 Frid et al 2008) From these
measurements the true resistivity of the
subsurface can be estimated The physical
properties below the underground is related to
various geological parameters such as the
mineral and fluid content porosity and degree of
water saturation in the rock (Loke 19992009
Krishnamurthy et al 2009 Frid et al 2008)
6
Final Report of Electrical Resistivity Tomography Test
Table 1 The Range of Earth Material Resistivity amp Conductivity
Material Resisvitity (Ωm)Conductivity (Siemensm)
Igneous and Metamorphic Rocks
Granite 5 x 103 - 106 10-6 - 2 x 10-4
Basalt 103 - 106 10-6 - 10-3
Slate 6 x 102 - 4 x 107 25 x 10-8 - 17 x 10-3
Marble 102 - 25 x 108 4 x 10-9 - 10-2
Quartzite 102 - 2 x 108 5 x 10-9 - 10-2
Sedimentary Rocks
Sandstone 8 - 4 x 103 25 x 10-4 - 0125
Shale 20 - 2 x 103 5 x 10-4 - 005
Limestone 50 - 4 x 102 25 x 10-3 - 002
Soil and Waters
Clay 1 - 100 001 - 1
Alluvium 10 - 800 125 x 10-3 - 01
Groundwater (Fresh) 10 - 100 001 - 01
Sea Water 02 5
Chemicals
Iron 9074 x 10-8 1102 x 107
001 M Potassium chloride 0708 1413
001 M Sodium chloride 0843 1185
001 M acetic acid 619 0163
Xylene 6998 x 1016 1429 x 10-1
Source Loke (1999)
Igneous and metamorphic rocks have high
resistivity values it depends on degree of
fracturing and the percentage of water that filled
in on the fractures of rock The sedimentary
rocks that are more porous than the two others
have low resistivity values because the water
content filled in on the fractures
Geoelectric Method using Wenner-
Schlumberger Array
The resistivity measurements are normally
made by injecting current into the ground
through two current electrodes (C1 and C2) and
measuring the resulting voltage difference at two
potential electrodes (P1 and P2) From the
current (I) and voltage (V) values an apparent
7
Final Report of Electrical Resistivity Tomography Test
resistivity (pa) value is calculated (Loke 1999
2009) The systematic explanation and the
equation on above can be seen on Figure 6 and
7
Figure 6 The equation of voltagecurrent and resistivity
The limitation of traditional geoelectric
method was the horizontal-captured layer of the
underground We must be realized that the
underground geology was the complex settings
it could be composed by the rock materials
geologic structures mineral compotitions and
also the values of resistivity itself The traditional
resistivity sounding method might not sufficiently
accurate for such situations (Loke 1999 2009
Milsom 2003) At this time the improvement of
technology has been increase significantly it will
be affecting on geoelectric development including
the equipment (computer) the cost the data
accuracy methodology and also man-power
Figure 7 Traditional geoelectrical array
The geoelectric development is increasing
significantly it is because using 2-D geoelectric
more cheaper than any other geophysic methods
and the important one is the 2-D geoelectric
(ERT) relatively same with seismic Traditional
geoelectric didnrsquot effectively if it was used for
place which has morphological variation
compared with 2-D3-D geoelectric Because
topographicalmorphological variation will be
influence to the noises that resulted from
measurement
Loke (19992009) stated that accurated
model of the subsurface was a two-dimensional
(2-D) model where the resistivity changed in the
vertical direction as well as in the horizontal
direction along the survey line
Wenner-Schlumberger array configuration
was used on this research because itrsquos was a
merge array configuration between Wenner array
ρa = k VI ρa = apparent resistivityk = geometric factorV = voltI = current
8
Final Report of Electrical Resistivity Tomography Test
and Schlumberger array The sensitivity for
Schlumberger array is slightly different from the
Wenner array with a slight vertical or horizontal
from reality imaging To improve the vertical and
horizontal captured imaging so the Wenner and
Schlumberger array was combined each other
Because itrsquos a merge from 2 arrays configuration
the geometric factor of each arrays must be
different
The geometric factor for each arrays and the
procedure of ERT measurement will be
represented on Figure 8 and 9
Figure 8 Geometric of current and potential electrodes for (a) Wenner and (b) Schlumberger(Source Lowrie 2007)
9
Final Report of Electrical Resistivity Tomography Test
Table 2 The Common of Earth Materials and their resistivity
Material Resisvitity (Ωm)
Top Soil 50 - 100
Loose Sand 500 - 5000
Gravel 100 - 600
Clay 1 - 100
Weathered Bedrock 100 - 1000
Sandstone 200 - 8000
Limestone 500 - 10000
Greenstone 500 - 200000
Gabbro 100 - 500000
Granite 200 - 100000
Basalt 200 - 100000
Graphitic Schist 10 - 500
Slates 500 - 500000
Quartzite 500 - 800000
Ore Minerals
Pyrite (ores) 001 - 100
Pryrhotite 0001 - 001
Chalcopyrite 0005 - 01
Galena 0001 - 100
Sphalerita 1000 - 1000000
Magnetite 001 - 1000
Cassiterite 0001 - 10000
Hematite 001 - 1000000Source Milson (2003)
Loke (1999) said that there is a slightly
greater concentration of high sensitivity values
below the P1-P2 electrodes This means that this
array is moderately sensitive to both horizontal
and vertical structures The Wenner-
Schlumberger array has a slightly better
horizontal coverage compared with the Wenner
array (Loke 2009)
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
5
Final Report of Electrical Resistivity Tomography Test
A
B
Figure 5 2D geoelectric measurement (A) and tested the geoelectric equipment and made up wenner-schlumberger array configuration (B)
Resistivity survey gives a picture that
describe the subsurface resistivity distribution
Resistivity picture can be changed into geologic
picture with the knowledge of geologic and
geomorphic conditions (field survey and
secondary data that can be taken on research or
institutional data such as borehole and lithologic
data)
The purpose of electrical surveys is to
determine the subsurface resistivity distribution
by making measurements on the ground surface
(Loke 19992009 Ha et al 2009 Fehdi et al
2009 Frid et al 2008) From these
measurements the true resistivity of the
subsurface can be estimated The physical
properties below the underground is related to
various geological parameters such as the
mineral and fluid content porosity and degree of
water saturation in the rock (Loke 19992009
Krishnamurthy et al 2009 Frid et al 2008)
6
Final Report of Electrical Resistivity Tomography Test
Table 1 The Range of Earth Material Resistivity amp Conductivity
Material Resisvitity (Ωm)Conductivity (Siemensm)
Igneous and Metamorphic Rocks
Granite 5 x 103 - 106 10-6 - 2 x 10-4
Basalt 103 - 106 10-6 - 10-3
Slate 6 x 102 - 4 x 107 25 x 10-8 - 17 x 10-3
Marble 102 - 25 x 108 4 x 10-9 - 10-2
Quartzite 102 - 2 x 108 5 x 10-9 - 10-2
Sedimentary Rocks
Sandstone 8 - 4 x 103 25 x 10-4 - 0125
Shale 20 - 2 x 103 5 x 10-4 - 005
Limestone 50 - 4 x 102 25 x 10-3 - 002
Soil and Waters
Clay 1 - 100 001 - 1
Alluvium 10 - 800 125 x 10-3 - 01
Groundwater (Fresh) 10 - 100 001 - 01
Sea Water 02 5
Chemicals
Iron 9074 x 10-8 1102 x 107
001 M Potassium chloride 0708 1413
001 M Sodium chloride 0843 1185
001 M acetic acid 619 0163
Xylene 6998 x 1016 1429 x 10-1
Source Loke (1999)
Igneous and metamorphic rocks have high
resistivity values it depends on degree of
fracturing and the percentage of water that filled
in on the fractures of rock The sedimentary
rocks that are more porous than the two others
have low resistivity values because the water
content filled in on the fractures
Geoelectric Method using Wenner-
Schlumberger Array
The resistivity measurements are normally
made by injecting current into the ground
through two current electrodes (C1 and C2) and
measuring the resulting voltage difference at two
potential electrodes (P1 and P2) From the
current (I) and voltage (V) values an apparent
7
Final Report of Electrical Resistivity Tomography Test
resistivity (pa) value is calculated (Loke 1999
2009) The systematic explanation and the
equation on above can be seen on Figure 6 and
7
Figure 6 The equation of voltagecurrent and resistivity
The limitation of traditional geoelectric
method was the horizontal-captured layer of the
underground We must be realized that the
underground geology was the complex settings
it could be composed by the rock materials
geologic structures mineral compotitions and
also the values of resistivity itself The traditional
resistivity sounding method might not sufficiently
accurate for such situations (Loke 1999 2009
Milsom 2003) At this time the improvement of
technology has been increase significantly it will
be affecting on geoelectric development including
the equipment (computer) the cost the data
accuracy methodology and also man-power
Figure 7 Traditional geoelectrical array
The geoelectric development is increasing
significantly it is because using 2-D geoelectric
more cheaper than any other geophysic methods
and the important one is the 2-D geoelectric
(ERT) relatively same with seismic Traditional
geoelectric didnrsquot effectively if it was used for
place which has morphological variation
compared with 2-D3-D geoelectric Because
topographicalmorphological variation will be
influence to the noises that resulted from
measurement
Loke (19992009) stated that accurated
model of the subsurface was a two-dimensional
(2-D) model where the resistivity changed in the
vertical direction as well as in the horizontal
direction along the survey line
Wenner-Schlumberger array configuration
was used on this research because itrsquos was a
merge array configuration between Wenner array
ρa = k VI ρa = apparent resistivityk = geometric factorV = voltI = current
8
Final Report of Electrical Resistivity Tomography Test
and Schlumberger array The sensitivity for
Schlumberger array is slightly different from the
Wenner array with a slight vertical or horizontal
from reality imaging To improve the vertical and
horizontal captured imaging so the Wenner and
Schlumberger array was combined each other
Because itrsquos a merge from 2 arrays configuration
the geometric factor of each arrays must be
different
The geometric factor for each arrays and the
procedure of ERT measurement will be
represented on Figure 8 and 9
Figure 8 Geometric of current and potential electrodes for (a) Wenner and (b) Schlumberger(Source Lowrie 2007)
9
Final Report of Electrical Resistivity Tomography Test
Table 2 The Common of Earth Materials and their resistivity
Material Resisvitity (Ωm)
Top Soil 50 - 100
Loose Sand 500 - 5000
Gravel 100 - 600
Clay 1 - 100
Weathered Bedrock 100 - 1000
Sandstone 200 - 8000
Limestone 500 - 10000
Greenstone 500 - 200000
Gabbro 100 - 500000
Granite 200 - 100000
Basalt 200 - 100000
Graphitic Schist 10 - 500
Slates 500 - 500000
Quartzite 500 - 800000
Ore Minerals
Pyrite (ores) 001 - 100
Pryrhotite 0001 - 001
Chalcopyrite 0005 - 01
Galena 0001 - 100
Sphalerita 1000 - 1000000
Magnetite 001 - 1000
Cassiterite 0001 - 10000
Hematite 001 - 1000000Source Milson (2003)
Loke (1999) said that there is a slightly
greater concentration of high sensitivity values
below the P1-P2 electrodes This means that this
array is moderately sensitive to both horizontal
and vertical structures The Wenner-
Schlumberger array has a slightly better
horizontal coverage compared with the Wenner
array (Loke 2009)
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
6
Final Report of Electrical Resistivity Tomography Test
Table 1 The Range of Earth Material Resistivity amp Conductivity
Material Resisvitity (Ωm)Conductivity (Siemensm)
Igneous and Metamorphic Rocks
Granite 5 x 103 - 106 10-6 - 2 x 10-4
Basalt 103 - 106 10-6 - 10-3
Slate 6 x 102 - 4 x 107 25 x 10-8 - 17 x 10-3
Marble 102 - 25 x 108 4 x 10-9 - 10-2
Quartzite 102 - 2 x 108 5 x 10-9 - 10-2
Sedimentary Rocks
Sandstone 8 - 4 x 103 25 x 10-4 - 0125
Shale 20 - 2 x 103 5 x 10-4 - 005
Limestone 50 - 4 x 102 25 x 10-3 - 002
Soil and Waters
Clay 1 - 100 001 - 1
Alluvium 10 - 800 125 x 10-3 - 01
Groundwater (Fresh) 10 - 100 001 - 01
Sea Water 02 5
Chemicals
Iron 9074 x 10-8 1102 x 107
001 M Potassium chloride 0708 1413
001 M Sodium chloride 0843 1185
001 M acetic acid 619 0163
Xylene 6998 x 1016 1429 x 10-1
Source Loke (1999)
Igneous and metamorphic rocks have high
resistivity values it depends on degree of
fracturing and the percentage of water that filled
in on the fractures of rock The sedimentary
rocks that are more porous than the two others
have low resistivity values because the water
content filled in on the fractures
Geoelectric Method using Wenner-
Schlumberger Array
The resistivity measurements are normally
made by injecting current into the ground
through two current electrodes (C1 and C2) and
measuring the resulting voltage difference at two
potential electrodes (P1 and P2) From the
current (I) and voltage (V) values an apparent
7
Final Report of Electrical Resistivity Tomography Test
resistivity (pa) value is calculated (Loke 1999
2009) The systematic explanation and the
equation on above can be seen on Figure 6 and
7
Figure 6 The equation of voltagecurrent and resistivity
The limitation of traditional geoelectric
method was the horizontal-captured layer of the
underground We must be realized that the
underground geology was the complex settings
it could be composed by the rock materials
geologic structures mineral compotitions and
also the values of resistivity itself The traditional
resistivity sounding method might not sufficiently
accurate for such situations (Loke 1999 2009
Milsom 2003) At this time the improvement of
technology has been increase significantly it will
be affecting on geoelectric development including
the equipment (computer) the cost the data
accuracy methodology and also man-power
Figure 7 Traditional geoelectrical array
The geoelectric development is increasing
significantly it is because using 2-D geoelectric
more cheaper than any other geophysic methods
and the important one is the 2-D geoelectric
(ERT) relatively same with seismic Traditional
geoelectric didnrsquot effectively if it was used for
place which has morphological variation
compared with 2-D3-D geoelectric Because
topographicalmorphological variation will be
influence to the noises that resulted from
measurement
Loke (19992009) stated that accurated
model of the subsurface was a two-dimensional
(2-D) model where the resistivity changed in the
vertical direction as well as in the horizontal
direction along the survey line
Wenner-Schlumberger array configuration
was used on this research because itrsquos was a
merge array configuration between Wenner array
ρa = k VI ρa = apparent resistivityk = geometric factorV = voltI = current
8
Final Report of Electrical Resistivity Tomography Test
and Schlumberger array The sensitivity for
Schlumberger array is slightly different from the
Wenner array with a slight vertical or horizontal
from reality imaging To improve the vertical and
horizontal captured imaging so the Wenner and
Schlumberger array was combined each other
Because itrsquos a merge from 2 arrays configuration
the geometric factor of each arrays must be
different
The geometric factor for each arrays and the
procedure of ERT measurement will be
represented on Figure 8 and 9
Figure 8 Geometric of current and potential electrodes for (a) Wenner and (b) Schlumberger(Source Lowrie 2007)
9
Final Report of Electrical Resistivity Tomography Test
Table 2 The Common of Earth Materials and their resistivity
Material Resisvitity (Ωm)
Top Soil 50 - 100
Loose Sand 500 - 5000
Gravel 100 - 600
Clay 1 - 100
Weathered Bedrock 100 - 1000
Sandstone 200 - 8000
Limestone 500 - 10000
Greenstone 500 - 200000
Gabbro 100 - 500000
Granite 200 - 100000
Basalt 200 - 100000
Graphitic Schist 10 - 500
Slates 500 - 500000
Quartzite 500 - 800000
Ore Minerals
Pyrite (ores) 001 - 100
Pryrhotite 0001 - 001
Chalcopyrite 0005 - 01
Galena 0001 - 100
Sphalerita 1000 - 1000000
Magnetite 001 - 1000
Cassiterite 0001 - 10000
Hematite 001 - 1000000Source Milson (2003)
Loke (1999) said that there is a slightly
greater concentration of high sensitivity values
below the P1-P2 electrodes This means that this
array is moderately sensitive to both horizontal
and vertical structures The Wenner-
Schlumberger array has a slightly better
horizontal coverage compared with the Wenner
array (Loke 2009)
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
7
Final Report of Electrical Resistivity Tomography Test
resistivity (pa) value is calculated (Loke 1999
2009) The systematic explanation and the
equation on above can be seen on Figure 6 and
7
Figure 6 The equation of voltagecurrent and resistivity
The limitation of traditional geoelectric
method was the horizontal-captured layer of the
underground We must be realized that the
underground geology was the complex settings
it could be composed by the rock materials
geologic structures mineral compotitions and
also the values of resistivity itself The traditional
resistivity sounding method might not sufficiently
accurate for such situations (Loke 1999 2009
Milsom 2003) At this time the improvement of
technology has been increase significantly it will
be affecting on geoelectric development including
the equipment (computer) the cost the data
accuracy methodology and also man-power
Figure 7 Traditional geoelectrical array
The geoelectric development is increasing
significantly it is because using 2-D geoelectric
more cheaper than any other geophysic methods
and the important one is the 2-D geoelectric
(ERT) relatively same with seismic Traditional
geoelectric didnrsquot effectively if it was used for
place which has morphological variation
compared with 2-D3-D geoelectric Because
topographicalmorphological variation will be
influence to the noises that resulted from
measurement
Loke (19992009) stated that accurated
model of the subsurface was a two-dimensional
(2-D) model where the resistivity changed in the
vertical direction as well as in the horizontal
direction along the survey line
Wenner-Schlumberger array configuration
was used on this research because itrsquos was a
merge array configuration between Wenner array
ρa = k VI ρa = apparent resistivityk = geometric factorV = voltI = current
8
Final Report of Electrical Resistivity Tomography Test
and Schlumberger array The sensitivity for
Schlumberger array is slightly different from the
Wenner array with a slight vertical or horizontal
from reality imaging To improve the vertical and
horizontal captured imaging so the Wenner and
Schlumberger array was combined each other
Because itrsquos a merge from 2 arrays configuration
the geometric factor of each arrays must be
different
The geometric factor for each arrays and the
procedure of ERT measurement will be
represented on Figure 8 and 9
Figure 8 Geometric of current and potential electrodes for (a) Wenner and (b) Schlumberger(Source Lowrie 2007)
9
Final Report of Electrical Resistivity Tomography Test
Table 2 The Common of Earth Materials and their resistivity
Material Resisvitity (Ωm)
Top Soil 50 - 100
Loose Sand 500 - 5000
Gravel 100 - 600
Clay 1 - 100
Weathered Bedrock 100 - 1000
Sandstone 200 - 8000
Limestone 500 - 10000
Greenstone 500 - 200000
Gabbro 100 - 500000
Granite 200 - 100000
Basalt 200 - 100000
Graphitic Schist 10 - 500
Slates 500 - 500000
Quartzite 500 - 800000
Ore Minerals
Pyrite (ores) 001 - 100
Pryrhotite 0001 - 001
Chalcopyrite 0005 - 01
Galena 0001 - 100
Sphalerita 1000 - 1000000
Magnetite 001 - 1000
Cassiterite 0001 - 10000
Hematite 001 - 1000000Source Milson (2003)
Loke (1999) said that there is a slightly
greater concentration of high sensitivity values
below the P1-P2 electrodes This means that this
array is moderately sensitive to both horizontal
and vertical structures The Wenner-
Schlumberger array has a slightly better
horizontal coverage compared with the Wenner
array (Loke 2009)
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
8
Final Report of Electrical Resistivity Tomography Test
and Schlumberger array The sensitivity for
Schlumberger array is slightly different from the
Wenner array with a slight vertical or horizontal
from reality imaging To improve the vertical and
horizontal captured imaging so the Wenner and
Schlumberger array was combined each other
Because itrsquos a merge from 2 arrays configuration
the geometric factor of each arrays must be
different
The geometric factor for each arrays and the
procedure of ERT measurement will be
represented on Figure 8 and 9
Figure 8 Geometric of current and potential electrodes for (a) Wenner and (b) Schlumberger(Source Lowrie 2007)
9
Final Report of Electrical Resistivity Tomography Test
Table 2 The Common of Earth Materials and their resistivity
Material Resisvitity (Ωm)
Top Soil 50 - 100
Loose Sand 500 - 5000
Gravel 100 - 600
Clay 1 - 100
Weathered Bedrock 100 - 1000
Sandstone 200 - 8000
Limestone 500 - 10000
Greenstone 500 - 200000
Gabbro 100 - 500000
Granite 200 - 100000
Basalt 200 - 100000
Graphitic Schist 10 - 500
Slates 500 - 500000
Quartzite 500 - 800000
Ore Minerals
Pyrite (ores) 001 - 100
Pryrhotite 0001 - 001
Chalcopyrite 0005 - 01
Galena 0001 - 100
Sphalerita 1000 - 1000000
Magnetite 001 - 1000
Cassiterite 0001 - 10000
Hematite 001 - 1000000Source Milson (2003)
Loke (1999) said that there is a slightly
greater concentration of high sensitivity values
below the P1-P2 electrodes This means that this
array is moderately sensitive to both horizontal
and vertical structures The Wenner-
Schlumberger array has a slightly better
horizontal coverage compared with the Wenner
array (Loke 2009)
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
9
Final Report of Electrical Resistivity Tomography Test
Table 2 The Common of Earth Materials and their resistivity
Material Resisvitity (Ωm)
Top Soil 50 - 100
Loose Sand 500 - 5000
Gravel 100 - 600
Clay 1 - 100
Weathered Bedrock 100 - 1000
Sandstone 200 - 8000
Limestone 500 - 10000
Greenstone 500 - 200000
Gabbro 100 - 500000
Granite 200 - 100000
Basalt 200 - 100000
Graphitic Schist 10 - 500
Slates 500 - 500000
Quartzite 500 - 800000
Ore Minerals
Pyrite (ores) 001 - 100
Pryrhotite 0001 - 001
Chalcopyrite 0005 - 01
Galena 0001 - 100
Sphalerita 1000 - 1000000
Magnetite 001 - 1000
Cassiterite 0001 - 10000
Hematite 001 - 1000000Source Milson (2003)
Loke (1999) said that there is a slightly
greater concentration of high sensitivity values
below the P1-P2 electrodes This means that this
array is moderately sensitive to both horizontal
and vertical structures The Wenner-
Schlumberger array has a slightly better
horizontal coverage compared with the Wenner
array (Loke 2009)
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
10
Final Report of Electrical Resistivity Tomography Test
Figure 9 Wenner-Schlumberger Array Configuration
4 Research Method
Research methods that had been used in this
research was field survey and measurement
That could be divided into 2 sub-groups those
were geological survey and hydrogeological
survey-measurement The author had been used
genetical process which constructed Sentolo
Formation to determine geoelectrical location
The morphological of Sentolo Formation relatively
same with morphological of Gunung Sewu Karst
that would be the specific matters to verify on
this research Although the genetical process of
Sentolo Formation didnrsquot has connection with
Gunung Sewu Karst (Herlambang 2011)
Geological survey had been done included
geologic structure measurement and the type of
rocks identification Hydrogeological survey-
measurement divided into water table
measurement and 2D geoelectrical measurement
with wenner-schlumberger array Where each
spacing of electrodes was 05 meter Apparent
resistivity which was obtained from 2D
geoelectrical measurement then would be
inputed into X2IPI software The apparent
resistivity data whichrsquos on X2IPI software will be
saved on IE2DP format
RES2DINV software was used to invers
apparent resistivity into true resistivity using
algorithm system that available on that software
The purpose of the inversion was to reduce
worse data that was resulted when measurement
taken The result would be correlated with
flownet system and the value of rock resistivity
therefore water table and geologic material could
be identified This methodology can be
systemized as research flow chart that
represented in figure 10
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
11
Final Report of Electrical Resistivity Tomography Test
Figure 10 ERT Flow Chart
5 Result amp Discussions
Resistivity survey was effectively to identify
the occurrence of water table and geologic
material which constructed on geoelectric site
measurement The knowledge of hydrogeological
is needed to analyze the true resistivity which
describe the resistivity distribution below the
surface Where Sentolo Formation dominated on
geoelectric site Sentolo Formation was
constructed by limestone sandstone with marl
interlayer and also clay as the side product of
limestone that weathered
Figure 11 The Electrical Resistivity Tomography Result
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
12
Final Report of Electrical Resistivity Tomography Test
Formation contact between Kebobutak and
Sentolo Formation had been seen with
stratification feature that dominantly 15 - 20deg
strike 55degEast ndash South direction The geologic
structure survey that finished gave the important
informations
The important informations are 1) Sentolo
Formation is folded by Wharton Ridge moved on
2) Geologic structure that was founded on site
was proceed from tectonic and bio-chemical
activities The geologic materials have important
role to resistivity that occurred on site
The resistivity value of clay material is about
le 228 Ωm Limestone with marl and clay
interlayer has resistivity range value about 228 ndash
754 Ωm The water table and puddle have same
range resistivity value as ge 10 Ωm The water
table exist approximately on 25 meter below the
surface To identify those field survey and
groundwater flownet were the important one
6 References
Fehdi C Baali F Boubaya D Rouabhia A
2009 Detection of Sinkholes Using 2D
Eletical Resistivity Imaging In The Cheria
Basin (North-East of Algeria) Arab J
Geoscience 10 1007 - 1014
Herlambang YA 2011 Study of
Hydrostratigraphy Aquifer At Various
Landform Units In Nanggulan Sub
District DI Yogyakarta Bachelor
Thesis Yogyakarta Geography Faculty
Gadjah Mada University
Loke MH 1999 Electrical Imaging Surveys For
Environmental and Engineering Studies
A Practical Guide to 2D and 3D Surveys
wwwgeoelectricalcom
Loke MH 2009 Tutoril 2D and 3D Electrical
Imaging Surveys
wwwgeoelectricalcom
Lowrie W 2007 Fundamentals of Geophysics 2nd Edition Cambridge Cambridge
University Press
Milsom J 2003Field Geophysics The
Geological Field Guide Series 3rd Edition
San Fransisco John Wiley amp Sons
Santosa LW 2000 Model Hidrostratigrafi dan
Hidrokimia Untuk Penelurusan Genesis
dan Tipe Akuifer Di Lembah Rawa
Jombor Kecamatan Bayat- Klaten
Laporan Penelitian Yogyakarta Fakultas
Geografi Universitas Gadjah Mada
Sharp JM Jr 2007 A Glossary of
Hydrogeological Terms The University of
Texas Austin Texas
Van Bammelen RW 1970 The Geology of
Indonesia Vol IA General Geology of
Indonesia and Adjacent Archipelagoes
The Hague Martinus Nijhoff Netherland
Weight WD 2004 Manual of Applied Field
Hydrogeology New York McGraw-Hill
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting
13
Final Report of Electrical Resistivity Tomography Test
Special Thanks to my guys (Gemma Fatahillah Dandun Wacono Arifin Jati Sukma Muh Arif Fahrudin Endhy Yudhawanto
Mas Lilik and also Fajrin) that supported the author during his bachelor thesis and field data collecting