Volume 3, No. 11 November 2024 - (2611-2621)![]()
p-ISSN 2980-4868 | e-ISSN 2980-4841
https://ajesh.ph/index.php/gp
Identification of Groundwater Table Depth
as A Source of Raw Water in Elelim District, Yalimo Regency
Alfian Adie Chandra1*, Helen
Gianditha Wayangkau2,
Semuel
Rorrong3, M. Suliswanto4, Raymond Feril Hattu5
Universitas Cenderawasih, Indonesia
Emails: alfiansipiluncen@gmail.com1,
helenwayangkau97@gmail.com2, semuelrorrngd@gmail.com3, Muliswanto78@gmail.com4,
ferilhattu24@gmail.com5
ABSTRACT
Clean water is a fundamental need for communities, sourced from both
surface water (e.g., rivers, streams, springs) and groundwater (surface and
deep aquifers). Groundwater dynamics are influenced by natural factors,
including geology and geomorphology, which determine aquifer characteristics
such as type, depth, thickness, and permeability. Geological structures
influence groundwater flow direction, while lithology affects aquifer ion
concentration and water quality. Surface morphology impacts groundwater table
depth and movement patterns, with morphogenesis influencing permeability,
porosity, and infiltration rates. This research investigates groundwater
potential in Yalimo Regency, Mountainous Papua Province. The research aims to
evaluate aquifer characteristics using regional geological and geomorphological
assessments complemented by advanced mapping technology. The methodology
integrates field mapping with geospatial analysis to identify and delineate
groundwater resources. Results provide a detailed understanding of aquifer
distribution, capacity, and potential for sustainable utilization. Conclusions
emphasize the importance of combining traditional and technological approaches
for accurate groundwater resource assessment, offering insights for effective
water management in the region.
Keywords: Groundwater,
Aquifer, Geology, Geomorphology, Elelim.
INTRODUCTION
The availability of clean water is one of the global challenges that
continues to increase along with the world's population growth and rapid
urbanization (Yusuf et al., 2023). According
to a United Nations report, more than 2.2 billion people in the world lack
access to safe, clean water (Rahmawati & Firman, 2022). This is
exacerbated by climate change, environmental degradation, and pressure on water
resources due to human activities, such as intensive agriculture and urban
development. The utilization of groundwater as a source of clean water is
crucial, especially in areas that have limited access to surface water or that
face significant fluctuations in rainfall (Eryani, 2024).
Groundwater utilization has become a key solution in many parts of the
world to address the need for clean water, especially in regions that face
geographical and climatic constraints. According to a World Bank report, more
than 30% of global clean water demand is met from groundwater, and this figure
continues to increase in line with the urgent need (Pointet, 2022). However,
uncontrolled exploitation of groundwater without proper management can lead to
declining groundwater levels, seawater intrusion, and ecosystem damage (Hendrayana, 2010).
Therefore, accurate identification of the presence and potential of aquifers is
an important first step in sustainable groundwater management. This
identification not only supports the provision of clean water, but also helps
reduce pressure on increasingly degraded surface water resources.
Specifically, Indonesia as an archipelago with complex geological
conditions faces similar challenges (Tryono, 2016). Mountainous regions in Indonesia, including in Papua, have large
potential groundwater resources, but they are often not identified and
optimally utilized. One such area is Elelim District in Yalimo Regency, Papua
Mountains. Elelim is an area with a morphology of mountains, hills and valleys,
which allows the formation of streams and potential groundwater reserves. Based
on the geological map of Papua Mountains, this region has geological structures
in the form of faults or rock cracks due to tectonic processes. These cracks
allow water infiltration into rock cavities, forming aquifers that have the
potential to become groundwater sources (Indartin & Mujib, 2020).
However, so far, the mapping and utilization
of groundwater resources in Elelim District is still very limited. In this
context, research that focuses on identifying the depth of the groundwater
table and the distribution of aquifers is very important. The identification of
groundwater potential is carried out using cutting-edge technology such as AIDU
Golden Red (AGR), a geophysical instrument capable of providing a vertical
picture of rock resistivity and aquifers through natural electric field measurements
(Wambena et al., 2024). This technology offers high accuracy as it can map resistivity data at
different depths, from shallow to deep, using high and low frequencies
simultaneously (Gabàs et al., 2014).
Previous research has underscored the
relevance of geophysical methods in identifying groundwater potential. For
example, research by (Cahyadi et al., 2017) showed that the resistivity method can be used to identify the presence
of aquifers with high accuracy in mountainous areas. (Sari, n.d.) found that natural electric field measurement technology is effective
in mapping aquifer distribution in areas with complex topography. In
addition, (Purwadi, 2022) mentioned
the importance of groundwater mapping in areas vulnerable to clean water crisis
to support sustainable water resources management. Other research by (Darwis & Sc, 2018) showed
that areas with fault structures tend to have significant aquifers due to the
retention space in the rock cavity.
In the context of Elelim District, the urgency of this research cannot
be ignored. Groundwater is one of the potential resources that can fulfill the
community's need for clean water, especially in remote areas that are difficult
to access by clean water infrastructure. With proper identification, aquifer
potential can be utilized sustainably for household needs, agriculture, and
regional development. However, the main challenge lies in the lack of
comprehensive local geophysical data, so this research also contributes to the
development of a database of groundwater resources in the Papua region.
The novelty of this research lies in the use of AGR technology for the
first time in the Elelim District area. This technology offers a new approach
to groundwater exploration with more accurate and efficient detection
capabilities than traditional methods. In addition, this study provides insight
into the spatial distribution and depth of aquifers in mountainous areas that
have unique geological characteristics.
Based on the above background, the purpose of this research is to
determine the position of subsurface aquifers and describe the distribution of
groundwater in Elelim District, Yalimo Regency. This research is expected to
provide valid information on the existence and potential of aquifers that can
be utilized as raw water sources in the region. The benefits of this research
include three main aspects. First, from a scientific perspective, this research
contributes to the development of groundwater exploration methods based on AGR
technology in tropical areas with complex geological conditions. Secondly,
practically, the results of this research can be a reference for local
governments and related parties in planning sustainable groundwater resource
management. Third, socially, this research is expected to increase the access
of the Elelim District community to clean water, which in turn supports the
improvement of their quality of life.
RESEARCH METHOD
This research is located in Elelim District Yalimo Regency. Geographically
Elelim District is located at 138ᵒ 57' 37.98" to 139ᵒ 55'
03.99" east longitude and 3ᵒ 27' 32.40" to 4ᵒ 05'
15.20" south latitude. namely the west is bordered by central mamberamo
district, the north is bordered by jayapura district, the east is bordered by
yahukimo district and the south is bordered by jayawijaya district.
The method that will be carried out in this research uses the resistivity
value research method with the data interpretation research method based on the
results of field testing and analysis with the Papua Regional Geology map. The
data taken are primary data and secondary data.
Primary data
Primary data collected are the results of Geoelectric measurement surveys
using the AGR (Aidu Golden Rad) tool and taking field coordinates using GPS.
Secondary data
Secondary data is literature research data taken from several previous
studies and the Papua Regional Geological map and groundwater availability map
to determine the type of soil and rock at the research location.
RESULT AND
DISCUSSION
Yalimo Regency
Based
on the results of Geoelectric Testing Research in Yalimo Regency, Elelim
District, the distribution of rocks in the Yalimo district soil layer is structured
from the Lumpy Sedimentary rocks: conglomerates, breccias and sands, the
Inseparable Kembelangan group: claystone, a little siltstone inserts, thin
layers of lumpy limestone siltstone and sandstone, Waripi Formation: quartz
sandstone, siltstone and thin siltstone rocks and Dorewo Malihan Rocks: slate,
phyllite, quartz mica schist and chlorite schist.

Figure 1. Geological
map of Yalimo Regency
Groundwater Availability
Yalimo
Regency based on the groundwater availability map (Figure 8), it can be seen
that most of the western area is in the low groundwater availability category,
which means that it is an area that has sufficient groundwater to less in the
rainy season and very less in the dry season, the landform in this area does
not support it as a water catchment area, has a depth of groundwater tends to
be deep and even not measurable. While the eastern part of Yalimo Regency,
included in the category of moderate groundwater availability is an area that
has sufficient groundwater throughout the year, including areas with
semi-permeable rock units, the landform in this area supports as a water
catchment area, has a shallow to moderate depth of the groundwater table, and
has a moderate to thick soil thickness as a sufficient infiltration medium.
Areas with moderate groundwater potential are considered water-prone.

Figure
2. Groundwater Availability Map of Yalimo District
Test Results and Analysis of Geoelectric Data
Interpretation
Geoelectric Testing Results

Figure
3. Layout of the Geoelectric Testing Range of Yalimo District
Geoelectric
data collection was carried out in the Elelim District of Yalimo Regency. In
this research, Geoelectric testing was carried out at 11 test location points
spread across the Elelim district of Yalimo Regency.
Table
3. geoelectric testing location points of Yalimo District
|
No |
Location |
Coordinates |
||||
|
B1 |
B2 |
Elevation |
||||
|
1 |
Yalimo Police
Dormitory |
3º 45' 8.702" |
139º 23' 10.28" |
3º 45' 44.448" |
139º 23' 10.409" |
429 m |
|
2 |
Archival Housing |
3º 46' 15.459" |
139º 23' 2.25" |
3º 46' 15.46" |
139º 23' 2.639" |
431 m |
|
3 |
Yalimo Police |
3º 46' 20.198" |
139º 22' 54.528" |
3º 46' 20.263" |
139º 22' 54.333" |
433 m |
|
4 |
Yalimo Local
Government Housing |
3º 46' 30.37" |
139º 23' 2.255" |
3º 46' 30.533" |
139º 23' 2.74" |
440 m |
|
5 |
Wagago Village |
3º 47' 53.306" |
139º 22' 35.978" |
3º 47' 53.175" |
139º 22' 35.849" |
489 m |
|
6 |
Elelim Health
Center |
3º 47' 33.921" |
139º 22' 46.029" |
3º 47' 33.954" |
139º 22' 46.126" |
460 m |
|
7 |
Transportation
Housing |
3º 47' 24.549" |
139º 23' 5.752" |
3º 47' 24.712" |
139º 23' 5.557" |
458 m |
|
8 |
GRJP Elelim |
3º 45' 44.864" |
139º 23' 23.631" |
3º 45' 44.928" |
139º 23' 23.404" |
410 m |
|
9 |
Walialo Village |
3º 45' 22.436" |
139º 23' 25.714" |
3º 45' 22.436" |
139º 23' 25.617" |
398 m |
|
10 |
Yonif 200 Elelim |
3º 46' 22.266" |
139º 23' 21.132" |
3º 46' 22.461" |
139º 23' 20.872" |
428 m |
|
11 |
Elelim Catholic
Church |
3º 47' 34.727" |
139º 22' 59.056" |
3º 47' 34.565" |
139º 22' 59.446" |
470 m |
|
|
|
|
a. Span Cut B1 |
b. B2 Span
Section |
Figure 4. (a) Cross section B1 (b) Cross section B2
Yalimo Police Dormitory
Geoelectric test results at the Yalimo Police
Dormitory found that in Stretch B1 the depth of the aquifer is 165 and 240 m,
while in Stretch B2 it is 245 m deep.
Interpretation of Geoelectric Testing Results
In the interpretation of this research in addition
to Geophysical data, Geological data is also used to assist in Geoelectric
Interpretation. Because geoelectric data is also very influential on
interpretation. Like the resistivity value that cannot be separated from the
influence of rocks. Geoelectric data results are resistivity values. So the
results of the resistivity value of geoelectric data are used to find the value
of groundwater which is the target of this research with the help of geological
data.
Table 4. Interpretation of Stretch B1 of Yalimo Police
Dormitory
|
No. |
Layer Sequence |
Depth |
Estimated Material Type |
Layer Color on Diagram |
|
1 |
Top Layer |
0-30 m |
Low to medium fracture breccia |
Green |
|
2 |
Layer - 01 |
30-60 m |
Alluvial deposits of gravel, sand and clay silt interbeds |
Light green |
|
3 |
Layer - 02 |
60-110 m |
Gravel mixed with sand |
Orange |
|
4 |
Layer - 03 |
110-145 m |
Loamy clay |
Yellow |
|
5 |
Layer - 04 |
145-165 m |
Pasiran silt |
Purple |
|
6 |
Layer - 05 |
165-210 m |
Medium - high fracture breccia |
Pink |
|
7 |
Layer - 06 |
210-240 m |
Pasiran silt |
Yellow |
|
8 |
Layer - 07 |
240-300 m |
Medium - high fracture breccia |
Pink |
Table 5. Interpretation of B2 Stretch of Yalimo Police
Dormitory
|
No. |
Layer Sequence |
Depth |
Estimated Material Type |
Layer Color on Diagram |
|
1 |
Top Layer |
0-55 m |
Alluvial deposits of gravel, sand and clay silt interbeds |
Green |
|
2 |
Layer - 01 |
55-110 m |
Gravel mixed with sand |
Orange |
|
3 |
Layer - 02 |
110-150 m |
Loamy clay |
Yellow |
|
4 |
Layer - 03 |
150-180 m |
Pasiran silt |
Purple |
|
5 |
Layer - 04 |
180-245 m |
Low to medium fracture breccia |
Pink |
|
6 |
Layer - 05 |
245-300 m |
Medium - high fracture breccia |
Dark pink |
Table 6. Recap of Yalimo District Interpretation
Elelim District
|
No. |
Location |
Coordinate
B1 |
B2
coordinates |
Elevation |
B1 Free
Aquifer |
B2 Free Aquifer |
B1
Depressed Aquifer |
Suppressed
Aquifer B2 |
|
1 |
Yalimo Police Dormitory |
3°48'5.702'' |
139°23'10.28'' |
429 m |
- |
- |
165-210 m |
245-300 m |
|
2 |
Archival Housing |
3°46'18.1459'' |
139°22'22.5'' |
431 m |
- |
- |
165-210 m |
170-210 m |
|
3 |
Yalimo Police |
3°46'0.139'' |
139°22'54.52'' |
433 m |
- |
- |
165-210 m |
170-210 m |
|
4 |
Yalimo Local Government Housing |
3°46'30.37'' |
139°22'50.535'' |
440 m |
- |
- |
240-300 m |
240-300 m |
|
5 |
Wagago Village |
3°47'53.306'' |
139°47'53.173'' |
480 m |
- |
- |
210-240 m |
240-300 m |
|
6 |
Elelim Health Center |
3°47'43.921'' |
139°22'46.6029'' |
443 m |
- |
- |
210-240 m |
170-200 m |
|
7 |
Transportation Housing |
3°48'34.159'' |
139°22'59.044'' |
431 m |
- |
- |
210-240 m |
170-200 m |
|
8 |
Grp Elelim |
3°48'44.846'' |
139°22'38.601'' |
439 m |
- |
- |
210-240 m |
170-200 m |
|
9 |
Wailalo Village |
3°48'29.253'' |
139°25'25.614'' |
438 m |
- |
- |
210-240 m |
170-200 m |
|
10 |
Yonif 200 Elelim |
3°46'22.266'' |
139°21'13.132'' |
428 m |
- |
- |
240-300 m |
240-300 m |
|
11 |
Elelim Catholic Church |
3°47'34.727'' |
139°22'59.056'' |
470 m |
- |
- |
210-240 m |
145-210 m |
Analysis of Resistivity Values with
Interpretation shows that from 11 Geoelectric Testing locations there are no
free aquifers. While from 11 locations conducted Geoelectric Testing obtained
depressed aquifers with varying depths and thickness of depressed aquifers. At
the location of the Yalimo Police Dormitory, Archives Housing, Yalimo Police
Station, Wagago Village, GRJP Elelim and Walialo Village, the depth of the
depressed aquifer is 165-210 m from the ground level with a thickness of 30-50
m. The deepest depressed aquifer is found at the location of the Yalimo Police
Dormitory. The deepest depressed aquifer is found at the location of Yalimo
Local Government Housing, Elelim health center, Transportation Housing, Yonif
200 and Elelim Catholic Church with a depth of 210-300 m with a layer thickness
of 30-70 m.
Placement and Depth of
Groundwater Drill points
|
|
|
|
Span 1 |
Span 2 |
Figure
5. drill point recommendations of Stretch 1 and Stretch 2
Table 7. Recap of Yalimo District Interpretation
Elelim District
|
No |
Location |
Elevation |
Recommended Drill Point (Depth) B1 |
Recommended Drill Point (Depth) B2 |
Drill Point Recommendation (Distance
From Starting Point) |
|
1 |
Yalimo Police Dormitory |
429 m |
185 m |
260 m |
10 m, 43 m |
|
2 |
Archival Housing |
431 m |
180 m |
150 m |
10 m, 34 m |
|
3 |
Yalimo Police |
433 m |
185 m |
170 m |
38 m, 7 m |
|
4 |
Yalimo Local Government Housing |
440 m |
275 m |
270 m |
20m, 50m |
|
5 |
Wagago Village |
489 m |
175 m |
180 m |
55 m, 90 m |
|
6 |
Elelim Health Center |
460 m |
185 m |
270 m |
81m, 100m |
|
7 |
Transportation Housing |
458 m |
170 m |
170 m |
10 m, 60 m |
|
8 |
Grjp Elelim |
410 m |
175 m |
175 m |
25 m, 0 m |
|
9 |
Walialo Village |
398 m |
175 m |
175 m |
0 m, 20 m |
|
10 |
Yonif 200 Elelim |
428 m |
270 m |
270 m |
50 m, 20 m |
|
11 |
Elelim Catholic Church |
470 m |
290 m |
290 m |
0 m, 0 m |
The geoelectric interpretation results
summarized in Table 7 show variations in aquifer depth and distribution across
11 sites in Elelim District, Yalimo Regency. Aquifer depths recommended for
drilling vary significantly, ranging from 150 meters at the Archive Housing
site to 290 meters at Elelim Catholic Church. This variation reflects the
heterogeneity of the subsurface geology in the region, which is influenced by
local tectonic and lithologic characteristics. Sites such as the Yalimo Local
Government Housing and Elelim Catholic Church, which have deeper aquifers,
indicate the presence of denser or less permeable subsurface materials,
requiring deeper drilling to reach water-bearing layers. In addition, the
recommended drilling points at each site (B1 and B2) represent a certain
distance from the starting point, designed to ensure optimal access to the
identified aquifers.
The spatial distribution pattern shows that sites at
lower elevations, such as Walialo Village (398 m), tend to have aquifers with
shallower depths (175 m), while sites at higher elevations, such as Elelim
Catholic Church (470 m), require deeper drilling (290 m). This pattern
indicates a correlation between elevation and aquifer depth, which is
influenced by gravity flow and geologic stratification of water-bearing layers.
The results of this study are consistent with
previous studies. For example, (Idris et al., 2018) showed that in areas with complex topography, aquifer depths vary due to
the influence of fault and fold structures that create localized zones of water
accumulation. Research (Somers & McKenzie, 2020) also identified that aquifers in mountainous areas tend to be at greater
depths due to the compressed nature of the geological formations, supporting
the finding of deeper aquifers in locations such as Elelim Catholic Church. (Rolia & Sutjiningsih, 2018) confirmed that the geoelectric method is effective in determining the
optimal drilling point, with results that match between geoelectric
interpretation and actual results. (Priandani, 2022) emphasized the importance of considering the spatial distribution of
aquifers in areas prone to water shortages, and recommended the use of
alternative water sources such as river water or shallow wells to complement
deep aquifer exploration.
Based on these results, this study not only provides
an in-depth picture of the aquifer characteristics in Elelim District but also
supports more sustainable water resources management in the region. The
geoelectric method used has proven to be reliable and provides specific
drilling recommendations according to the geological conditions of each site.
This provides an important foundation for more targeted groundwater management
planning, especially to address water availability challenges in mountainous areas
such as Elelim.
CONCLUSION
In conclusion, the research conducted in Elelim
District, Yalimo Regency aims to identify the position and characteristics of
subsurface aquifers that have the potential as groundwater sources. Based on
geoelectric testing at 11 locations, no free aquifer positions were identified
in the study area. However, in 6 specific locations - namely the Yalimo Police
dormitory, Archive Housing, Yalimo Police, Wagago Village, GRJP Elelim, and
Walialo Village - a depressed aquifer with a depth of between 165 to 210 meters
below the ground surface with a thickness of 30-50 meters was identified. In
addition, the deepest aquifers, found at a depth of 210-300 meters with a layer
thickness of 30-70 meters, are located near the Yalimo Local Government
Housing, Elelim Health Center, Transportation Agency Housing, Yonif 200, and
Elelim Catholic Church. These findings highlight the significant challenges
posed by the absence of free aquifers and the considerable depth of the
identified depressed aquifers. These results underscore the need for further
hydrological studies to evaluate the volume and sustainability of aquifer water
discharge. In addition, utilization of alternative water sources, such as
shallow wells and surface water from rivers, is recommended to meet the water
needs of the local community..
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Alfian Adie Chandra, Helen Gianditha Wayangkau, Semuel Rorrong, M. Suliswanto, Raymond Feril Hattu (2024) |
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First publication right: Asian Journal of Engineering, Social and Health (AJESH) |
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