The role of the Mahakam River in society is undeniably vital because it is the cornerstone of product distribution channels from upstream to downstream, namely forestry, agricultural, and even mining commodities. Especially with the National Capital (IKN) plan, the Mahakam River is in a buffer zone. Satellite imagery in Mahakam is available in various seamless access, including those of the National Research and Innovation Agency (BRIN) and the United States Geological Survey (USGS). This study provides an overview of Mahakam Watershed's dynamics through Landsat Imagery's perspective. The Landsat observation is preliminary research from a research grant in Geomorphometry of the Mahakam Watershed, utilizing Landsat image data by combining bands 7, 5, and 3 for Landsat 8 OLI/TIRS (Land Satellite 8 Operational Land Imager and Thermal Infrared Sensor) and bands 7, 4, and 2 as Landsat 5 STM (Land Satellite 5 Sensor Thematic Mapper). The study examines the pattern and changes in the direction of the Mahakam River flow, as well as the phenomenon of the presence of three lakes. So, to the results of the identification, the Mahakam Watershed is divided into three sub-watersheds, upstream, central, and downstream. The Central sub-watershed is characterized by the presence of three natural lakes parallel to the change in flow direction caused by tectonic processes. The impact narrows the river channel, so the velocity experiences a backwash effect and anastomosing reach. Meanwhile, from the morphography aspect, the three lakes in the Mahakam Watershed are in the half-graben framework due to the second strain of the formation of Samarinda Anticlinorium. This research will continue to the measurement, calculation, and modeling stages to have more comprehensive benefits in predicting flood and drought hazards from the dynamics of the Mahakam Watershed.
Geological aspect analysis for micro hydro power plant site selection based ...IJECEIAES
Geological characters analysis is essential for micro hydropower plant (MHP) development planning. This paper presents an analysis of the geological aspect to determine the layout of MHP components based on remote sensing data as part of a solution to addressing power shortages in Sungai Are District, South Ogan Komering Ulu Regency, South Sumatra Province. Remote sensing and topographic map were extracted to identify the potential site. The topographic map and geological analysis were used to calculate the potential of electrical energy and the geological hazard risk, particularly floods and landslides. The results of the study identified four potential sites. Site 1 (Luas River, Ulu Danau Village) and site 3 (Putih River, Gintung Village) are suitable for MHP with a low cost of construction. Site 2 (Pecah Pinggan Village) and site 4 (Simpang Luas Village) are prone to flooding and landslides that makes it suitable for MHP but with a high cost of construction. Based on the geological aspect analysis, it is possible to optimize the hydropower capacity, by adding the volume of water flow from several nearby tributaries channeled into the hydropower flow system through civil construction engineering or by making a cascade design on the tailrace water flow
Morphometry and Hydrology relationship in Lidder valleyShakil Romshoo
Morphometric analysis of the Lidder catchment was carried out using geospatial technique.The analysis revealed that the area has uniform lithology and is structurally permeable. The high drainage density of all
subwatersheds indicate more surface runoff.The morphometric analysis also indicates that the area is more prone to weathering due to very-coarse to coarse drainage texture.
A REVIEW ON RESERVOIR SEDIMENTATION STUDIES USING SATELLITE REMOTE SENSING TE...ijiert bestjournal
Sedimentation in the reservoir gradually reduces it s storage capacity. By keeping a check on the sedimentation and by providing control measures for the same,the reservoir life can be maintained. Uj jani dam was constructed for irrigation,water supply an d power generation schemes. It lies in Solapur dist rict which is a drought prone area. This makes Ujjani a socially and economically significant project for t he state. In the present study,reservoir sedimentatio n for Ujjani reservoir is assessed for monitoring p urpose. Two techniques namely Satellite Remote Sensing Tech nique (SRST) and mathematical modeling using HEC RAS,were used in the study for estimating sedi mentation. Owing to advantages like low cost,time saving,less manpower requirement,accuracy in esti mation and capability of carrying out past surveys,the Satellite Remote Sensing Technique is gaining impor tance over the time consuming and high cost conventional hydrographic surveys. The water spread areas for different reservoir levels were delineat ed from the satellite images of Ujjain Reservoir using ARC GIS software. Volume between two water levels was calculated using prismoidul formula. The presen t volume of reservoir was compared with the initial volume during impoundment of reservoir. This gave t he loss of volume which was due to sedimentation.
Modelling of runoff response in a semi-arid coastal watershed using SWATIJERA Editor
The GIS based hydrological model SWAT (Soil and Water Assessment Tool) is applied to a coastal watershed in the water scarce Saurashtra region of Gujarat, India, to understand the rainfall-runoff linkage. The study attempts to identify response of the coastal watershed for existing climatic conditions. The hydrological model is calibrated (2006-2009) and validated (2010-2012) at both daily and monthly scales. Performance of the model during calibration and validation period is evaluated through standard indices, NSE, R2 and PBIAS that indicate an acceptable response. At monthly scale, model performance is good for both low and above average rainfall years.
Geological aspect analysis for micro hydro power plant site selection based ...IJECEIAES
Geological characters analysis is essential for micro hydropower plant (MHP) development planning. This paper presents an analysis of the geological aspect to determine the layout of MHP components based on remote sensing data as part of a solution to addressing power shortages in Sungai Are District, South Ogan Komering Ulu Regency, South Sumatra Province. Remote sensing and topographic map were extracted to identify the potential site. The topographic map and geological analysis were used to calculate the potential of electrical energy and the geological hazard risk, particularly floods and landslides. The results of the study identified four potential sites. Site 1 (Luas River, Ulu Danau Village) and site 3 (Putih River, Gintung Village) are suitable for MHP with a low cost of construction. Site 2 (Pecah Pinggan Village) and site 4 (Simpang Luas Village) are prone to flooding and landslides that makes it suitable for MHP but with a high cost of construction. Based on the geological aspect analysis, it is possible to optimize the hydropower capacity, by adding the volume of water flow from several nearby tributaries channeled into the hydropower flow system through civil construction engineering or by making a cascade design on the tailrace water flow
Morphometry and Hydrology relationship in Lidder valleyShakil Romshoo
Morphometric analysis of the Lidder catchment was carried out using geospatial technique.The analysis revealed that the area has uniform lithology and is structurally permeable. The high drainage density of all
subwatersheds indicate more surface runoff.The morphometric analysis also indicates that the area is more prone to weathering due to very-coarse to coarse drainage texture.
A REVIEW ON RESERVOIR SEDIMENTATION STUDIES USING SATELLITE REMOTE SENSING TE...ijiert bestjournal
Sedimentation in the reservoir gradually reduces it s storage capacity. By keeping a check on the sedimentation and by providing control measures for the same,the reservoir life can be maintained. Uj jani dam was constructed for irrigation,water supply an d power generation schemes. It lies in Solapur dist rict which is a drought prone area. This makes Ujjani a socially and economically significant project for t he state. In the present study,reservoir sedimentatio n for Ujjani reservoir is assessed for monitoring p urpose. Two techniques namely Satellite Remote Sensing Tech nique (SRST) and mathematical modeling using HEC RAS,were used in the study for estimating sedi mentation. Owing to advantages like low cost,time saving,less manpower requirement,accuracy in esti mation and capability of carrying out past surveys,the Satellite Remote Sensing Technique is gaining impor tance over the time consuming and high cost conventional hydrographic surveys. The water spread areas for different reservoir levels were delineat ed from the satellite images of Ujjain Reservoir using ARC GIS software. Volume between two water levels was calculated using prismoidul formula. The presen t volume of reservoir was compared with the initial volume during impoundment of reservoir. This gave t he loss of volume which was due to sedimentation.
Modelling of runoff response in a semi-arid coastal watershed using SWATIJERA Editor
The GIS based hydrological model SWAT (Soil and Water Assessment Tool) is applied to a coastal watershed in the water scarce Saurashtra region of Gujarat, India, to understand the rainfall-runoff linkage. The study attempts to identify response of the coastal watershed for existing climatic conditions. The hydrological model is calibrated (2006-2009) and validated (2010-2012) at both daily and monthly scales. Performance of the model during calibration and validation period is evaluated through standard indices, NSE, R2 and PBIAS that indicate an acceptable response. At monthly scale, model performance is good for both low and above average rainfall years.
Analysis of Groundwater Flow on Hydrogeological for Sustainable Development ...KadriDaud1
The sustainability of water and sanitation management is an important point in the 2021 SDGs program. To support the
program, it is important to understand Indonesia's water cycle. Given the variety of characters, topography, and geology
between islands in Indonesia can distinguish hydrogeological systems and their interactions with the surrounding
environment. The design and management of water resources, especially groundwater, has an important role, considering
the basin area is 106 km2, the character of a volcanic island with the name of an active volcano. Topography from 0-8% is a
built-up zone, 8-14% is a cultivation zone, 14-45% is a protected forest, and >45% is a stratovolcano peak zone. Island
morphology affects groundwater flow patterns. This study aimed to determine the characteristics of groundwater flow in
the Ternate basin. Purposive sampling of 56 production wells, transmissivity value, conductivity, aquifer thickness, and
topography was analyzed using the Cubic spline interpolation method. The results showed that the direction of flow and
groundwater accumulation based on groundwater modeling using the kriging interpolation technique resulted in the
interaction of groundwater flow and depression cones in 56 production wells due to the concentration and massive
groundwater abstraction in the Ternate Basin. The decrease in groundwater level is fluctuating, from groundwater flows
that occur radially-centrifugally, the total reserves of 56 production wells are 46 million m3/day, the average transmissivity
value is 2.17 m2/day, production discharge is 51,710 m3/day.
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Evaluation of morphometric parameters derived from Cartosat-1 DEM using remot...Dr Ramesh Dikpal
The quantitative analysis of drainage system is
an important aspect of characterization of watersheds.
Using watershed as a basin unit in morphometric analysis
is the most logical choice because all hydrological and
geomorphic processes occur within the watershed. The
Budigere Amanikere watershed a tributary of Dakshina
Pinakini River has been selected for case illustration.
Geoinformatics module consisting of ArcGIS 10.3v and
Cartosat-1 Digital Elevation Model (DEM) version 1 of
resolution 1 arc Sec (*32 m) data obtained from Bhuvan
is effectively used. Sheet and gully erosion are identified in
parts of the study area. Slope in the watershed indicating
moderate to least runoff and negligible soil loss condition.
Third and fourth-order sub-watershed analysis is carried
out. Mean bifurcation ratio (Rb) 3.6 specify there is no
dominant influence of geology and structures, low drainage
density (Dd) 1.12 and low stream frequency (Fs) 1.17
implies highly infiltration subsoil material and low runoff,
infiltration number (If)1.3 implies higher infiltration
capacity, coarse drainage texture (T) 3.40 shows high
permeable subsoil, length of overland flow (Lg) 0.45
indicates under very less structural disturbances, less runoff
conditions, constant of channel maintenance (C) 0.9 indicates
higher permeability of subsoil, elongation ratio (Re)
0.58, circularity ratio (Rc) 0.75 and form factor (Rf) 0.26
signifies sub-circular to more elongated basin with high
infiltration with low runoff. It was observed from the
hypsometric curves and hypsometric integral values of the
watershed along with their sub basins that the drainage
system is attaining a mature stage of geomorphic development.
Additionally, Hypsometric curve and hypsometric
integral value proves that the infiltration capacity is high as
well as runoff is low in the watershed. Thus, these mormometric
analyses can be used as an estimator of erosion
status of watersheds leading to prioritization for taking up
soil and water conservation measures.
Residual Analysis and Tidal Harmonic Components in Bangkalan Regency, East JavaLuhur Moekti Prayogo
Bangkalan Regency is one of Madura, East Java, where some of its areas are located in a coastal environment. The coastal environment can experience economic development due to the transportation aspect so that many industries have been established in that environment. Studies on oceanographic parameters are essential because management of coastal environments can not be separated from oceanographic information: The tides information about the tidal characteristics can be obtained after performing a harmonic analysis, which produces the value of harmonic components. This study analyses the residue and tidal harmonic components using the LP-Tides Matlab software in the Sepulu district, Bangkalan Regency, East Java. The data used are January 2021 data from the Geospatial Information Agency. This research shows that the main harmonic components generated include K2, M4, MS4, M2, S2, N2, K1, O1, and P1. The tidal type shows that the Sepulu district is a semi-diurnal type with a Formzahl number = 0.08566. The maximum observation and prediction data values for January 2021 in the Sepulu district are 978 and 1273.64 mm. The MSL value is 434 mm, with an average tidal residue value between the observation and predictive data = 166.01 mm. Then the calculation of the RMSE value and standard deviations are 12.88 and 125.90 mm
Groundwater Potential Zone Identification of Karwi Area, Mandakini River Basi...inventionjournals
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
Since the recent development of UAVs(Unmanned Aerial Vehicles) and digital sensors technology has enabled the acquisition of high-resolution image data, it is considered that the image data of riverside can be analysed. Therefore, this study analyses the applicability of remote sensing techniques through image analysis in river systems and habitats. The target stream in this study was the Cheongmi stream and the applicability of the river environmental evaluation technique was analysed through image analysis. The satellite images used for the analysis of river topography and environments were compared with the aerial images taken by a micro UAV), and the river environmental evaluation was carried out with the field research at the same time. The data acquisition range and application limit by river environmental evaluation technique proposed previously were evaluated, and as a result, it was found that it was possible to draw various evaluation parameters using a drone that could take an image at a low altitude in comparison to satellite images.
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERAnonymouslVQ83F8mC
Before feeling water -shortage crisis human has understood the importance of water From the
religious texts. Considering recent conditions of the world the water will replace most recent
boundaries, at future. Imamzadeh Jaafar plain is located 5 kilometers northeast of Gachsaran, south
of Kohgilooye and Boerahmad province. The plain has 61km 2 area extents and contains two,
alluvial and carbonate aquifers. These aquifers supply the water needs, agricultural, industrial and
domestic. Highly exploitation and transportation of groundwater resources, especially by National Oil
Company, caused highly drawdown in alluvial aquifer, 1.85m in a 5 years period from 1361 to
1365 as reported by Mahab Ghods Consulting Engineers. There are two artificial recharge
projects, 1 flood spreading system and 1 recharge ponds system, in the plain. To present the future
water resources management program the hydrogeological behaviors of the alluvial aquifer and the
effects of artificial recharge must be evaluated. edrock, hydrodynamic coefficients, topography, water
resources and were collected, field surveys were performed and required maps were prepared. Using
conceptual model and MODFLOW PMWIN code the mathematical model of the plain was
calibrated against water year 1380 -81 and then verified against water year 1384 - 85. The verified
model was used to predict future conditions of aquifer. The results implied the rapid response of
aquifer to precipitation due to high aquifer ransmissivity, positive water budget at year 1385
comparing year 65, change of direction of groundwater flow from plain outlet to the center of
plain in response to highly exploitation at the center of plain, water level in the wells located
downward the flood spreading system will raise as 1 to 6m and water level in t he wells located
downward the recharge pond system will lower as 1 to 4m.
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERamsjournal
Before feeling water -shortage crisis human has understood the importance of water From the
religious texts. Considering recent conditions of the world the water will replace most recent
boundaries, at future. Imamzadeh Jaafar plain is located 5 kilometers northeast of Gachsaran, south
of Kohgilooye and Boerahmad province. The plain has 61km 2 area extents and contains two,
alluvial and carbonate aquifers. These aquifers supply the water needs, agricultural, industrial and
domestic. Highly exploitation and transportation of groundwater resources, especially by National Oil
Company, caused highly drawdown in alluvial aquifer, 1.85m in a 5 years period from 1361 to
1365 as reported by Mahab Ghods Consulting Engineers. There are two artificial recharge
projects, 1 flood spreading system and 1 recharge ponds system, in the plain. To present the future
water resources management program the hydrogeological behaviors of the alluvial aquifer and the
effects of artificial recharge must be evaluated. edrock, hydrodynamic coefficients, topography, water
resources and were collected, field surveys were performed and required maps were prepared. Using
conceptual model and MODFLOW PMWIN code the mathematical model of the plain was
calibrated against water year 1380 -81 and then verified against water year 1384 - 85. The verified
model was used to predict future conditions of aquifer. The results implied the rapid response of
aquifer to precipitation due to high aquifer ransmissivity, positive water budget at year 1385
comparing year 65, change of direction of groundwater flow from plain outlet to the center of
plain in response to highly exploitation at the center of plain, water level in the wells located
downward the flood spreading system will raise as 1 to 6m and water level in t he wells located
downward the recharge pond system will lower as 1 to 4m.
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERpijans
Before feeling water -shortage crisis human has understood the importance of water From the
religious texts. Considering recent conditions of the world the water will replace most recent
boundaries, at future. Imamzadeh Jaafar plain is located 5 kilometers northeast of Gachsaran, south
of Kohgilooye and Boerahmad province. The plain has 61km 2 area extents and contains two,
alluvial and carbonate aquifers. These aquifers supply the water needs, agricultural, industrial and
domestic. Highly exploitation and transportation of groundwater resources, especially by National Oil
Company, caused highly drawdown in alluvial aquifer, 1.85m in a 5 years period from 1361 to
1365 as reported by Mahab Ghods Consulting Engineers. There are two artificial recharge
projects, 1 flood spreading system and 1 recharge ponds system, in the plain. To present the future
water resources management program the hydrogeological behaviors of the alluvial aquifer and the effects of artificial recharge must be evaluated. edrock, hydrodynamic coefficients, topography, water resources and were collected, field surveys were performed and required maps were prepared. Using
conceptual model and MODFLOW PMWIN code the mathematical model of the plain was calibrated against water year 1380 -81 and then verified against water year 1384 - 85. The verified model was used to predict future conditions of aquifer. The results implied the rapid response of
aquifer to precipitation due to high aquifer ransmissivity, positive water budget at year 1385 comparing year 65, change of direction of groundwater flow from plain outlet to the center of
plain in response to highly exploitation at the center of plain, water level in the wells located downward the flood spreading system will raise as 1 to 6m and water level in t he wells located
downward the recharge pond system will lower as 1 to 4m.
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERpijans
Before feeling water -shortage crisis human has understood the importance of water From the
religious texts. Considering recent conditions of the world the water will replace most recent
boundaries, at future. Imamzadeh Jaafar plain is located 5 kilometers northeast of Gachsaran, south
of Kohgilooye and Boerahmad province. The plain has 61km 2 area extents and contains two,
alluvial and carbonate aquifers. These aquifers supply the water needs, agricultural, industrial and
domestic. Highly exploitation and transportation of groundwater resources, especially by National Oil
Company, caused highly drawdown in alluvial aquifer, 1.85m in a 5 years period from 1361 to
1365 as reported by Mahab Ghods Consulting Engineers. There are two artificial recharge
projects, 1 flood spreading system and 1 recharge ponds system, in the plain. To present the future
water resources management program the hydrogeological behaviors of the alluvial aquifer and the
effects of artificial recharge must be evaluated. edrock, hydrodynamic coefficients, topography, water
resources and were collected, field surveys were performed and required maps were prepared. Using
conceptual model and MODFLOW PMWIN code the mathematical model of the plain was
calibrated against water year 1380 -81 and then verified against water year 1384 - 85. The verified
model was used to predict future conditions of aquifer. The results implied the rapid response of
aquifer to precipitation due to high aquifer ransmissivity, positive water budget at year 1385
comparing year 65, change of direction of groundwater flow from plain outlet to the center of
plain in response to highly exploitation at the center of plain, water level in the wells located
downward the flood spreading system will raise as 1 to 6m and water level in t he wells located
downward the recharge pond system will lower as 1 to 4m.
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERpijans
Groundwater models are often developed to obtain predictions of societal importance. Such
predictions might be the response of an aquifer to future groundwater pumping, or the
groundwater transport of contaminants from a source location. Because the groundwater flow
system characteristics represented in such models are always unknown to some degree, model
predictions are uncertain. To reduce this prediction uncertainty, it is necessary to improve the
model so that it more accurately represents the flow system
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERamsjournal1
Before feeling water -shortage crisis human has understood the importance of water From the
religious texts. Considering recent conditions of the world the water will replace most recent
boundaries, at future. Imamzadeh Jaafar plain is located 5 kilometers northeast of Gachsaran, south
of Kohgilooye and Boerahmad province. The plain has 61km 2 area extents and contains two,
alluvial and carbonate aquifers. These aquifers supply the water needs, agricultural, industrial and
domestic. Highly exploitation and transportation of groundwater resources, especially by National Oil
Company, caused highly drawdown in alluvial aquifer, 1.85m in a 5 years period from 1361 to
1365 as reported by Mahab Ghods Consulting Engineers. There are two artificial recharge
projects, 1 flood spreading system and 1 recharge ponds system, in the plain. To present the future
water resources management program the hydrogeological behaviors of the alluvial aquifer and the
effects of artificial recharge must be evaluated. edrock, hydrodynamic coefficients, topography, water
resources and were collected, field surveys were performed and required maps were prepared. Using
conceptual model and MODFLOW PMWIN code the mathematical model of the plain was
calibrated against water year 1380 -81 and then verified against water year 1384 - 85. The verified
model was used to predict future conditions of aquifer. The results implied the rapid response of
aquifer to precipitation due to high aquifer ransmissivity, positive water budget at year 1385
comparing year 65, change of direction of groundwater flow from plain outlet to the center of
plain in response to highly exploitation at the center of plain, water level in the wells located
downward the flood spreading system will raise as 1 to 6m and water level in t he wells located
downward the recharge pond system will lower as 1 to 4m.
Hydrodynamics and Morphological Changes Numerical Model of the Jeneberang Est...AM Publications
Jeneberang Estuary, located south of Makassar, Indonesia, is one of the largest and most important river in Sulawesi. In this paper, a numerical model has recently been developed hydrodynamic and morphological evolution of the downstream rubber dam of the Jeneberang Estuary. The hydrodynamic model is derived from the hydro static assumption and Boussinesq approximation. A high-resolution computational grid was generated covering the Jeneberang estuary. The model was run with time driven by tidal forcing at the ocean boundary and river hydro graph at the upstream. The observed tidal data and hydrography were accessible for the set-up of the model. Hydrodynamic simulations have been performed and computed water levels were compared to observations of existing water level along the estuary from DISHIDRO data. For the period of a neap-spring-neap cycle, the model settings determined in the calibration process are verified satisfactions with respect to water level measurements. Good agreement was shown between model results and observed temporal and spatial variations in water elevation and currents, in the Jeneberang Estuary. The suspended sediments were generally transported from the Jeneberang River towards the Makassar Strait when overflow discharge through the Jeneberang Rubber Dam. Morphology change at the Jeneberang Estuary delta is affected by many factors, including tide, waves, river flows and sediment
Investigation of the Tidal Character in Bawean Island East Java Using Admiral...Luhur Moekti Prayogo
Bawean Island is one of the islands in Gresik Regency, East Java, where almost all its territory is a coastal environment. This region's tidal oceanographic condition is critical because this area has a lot of potential for marine tourism and relatively shallow waters. This study aims to determine the tidal characteristics in the waters of Bawean Island, East Java, using the Admiralty method. This method was chosen because it can calculate the tidal component with only 15 days of data and can be used in various water conditions. The data used is tidal data from the Geospatial Information Agency (BIG) on November 1-15, 2020. From this research, it can be concluded that tidal analysis using the Admiralty method produces nine components, including M2, S2, N2, K1, O1, P1, M4, MS4, and K2. The four components determine the type of tide, namely O1, K1, M2, and S2, with amplitude values of 11.79347, 30.14857, 55.72241, and 63.69851. The calculation with the Formzahl number equation yields a value of 0.3512 (0.25 <F <1.5), which means that the tidal type in Bawean Island, East Java, has a mixed type with a semidiurnal tendency (double daily).
Analysis of Groundwater Flow on Hydrogeological for Sustainable Development ...KadriDaud1
The sustainability of water and sanitation management is an important point in the 2021 SDGs program. To support the
program, it is important to understand Indonesia's water cycle. Given the variety of characters, topography, and geology
between islands in Indonesia can distinguish hydrogeological systems and their interactions with the surrounding
environment. The design and management of water resources, especially groundwater, has an important role, considering
the basin area is 106 km2, the character of a volcanic island with the name of an active volcano. Topography from 0-8% is a
built-up zone, 8-14% is a cultivation zone, 14-45% is a protected forest, and >45% is a stratovolcano peak zone. Island
morphology affects groundwater flow patterns. This study aimed to determine the characteristics of groundwater flow in
the Ternate basin. Purposive sampling of 56 production wells, transmissivity value, conductivity, aquifer thickness, and
topography was analyzed using the Cubic spline interpolation method. The results showed that the direction of flow and
groundwater accumulation based on groundwater modeling using the kriging interpolation technique resulted in the
interaction of groundwater flow and depression cones in 56 production wells due to the concentration and massive
groundwater abstraction in the Ternate Basin. The decrease in groundwater level is fluctuating, from groundwater flows
that occur radially-centrifugally, the total reserves of 56 production wells are 46 million m3/day, the average transmissivity
value is 2.17 m2/day, production discharge is 51,710 m3/day.
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Evaluation of morphometric parameters derived from Cartosat-1 DEM using remot...Dr Ramesh Dikpal
The quantitative analysis of drainage system is
an important aspect of characterization of watersheds.
Using watershed as a basin unit in morphometric analysis
is the most logical choice because all hydrological and
geomorphic processes occur within the watershed. The
Budigere Amanikere watershed a tributary of Dakshina
Pinakini River has been selected for case illustration.
Geoinformatics module consisting of ArcGIS 10.3v and
Cartosat-1 Digital Elevation Model (DEM) version 1 of
resolution 1 arc Sec (*32 m) data obtained from Bhuvan
is effectively used. Sheet and gully erosion are identified in
parts of the study area. Slope in the watershed indicating
moderate to least runoff and negligible soil loss condition.
Third and fourth-order sub-watershed analysis is carried
out. Mean bifurcation ratio (Rb) 3.6 specify there is no
dominant influence of geology and structures, low drainage
density (Dd) 1.12 and low stream frequency (Fs) 1.17
implies highly infiltration subsoil material and low runoff,
infiltration number (If)1.3 implies higher infiltration
capacity, coarse drainage texture (T) 3.40 shows high
permeable subsoil, length of overland flow (Lg) 0.45
indicates under very less structural disturbances, less runoff
conditions, constant of channel maintenance (C) 0.9 indicates
higher permeability of subsoil, elongation ratio (Re)
0.58, circularity ratio (Rc) 0.75 and form factor (Rf) 0.26
signifies sub-circular to more elongated basin with high
infiltration with low runoff. It was observed from the
hypsometric curves and hypsometric integral values of the
watershed along with their sub basins that the drainage
system is attaining a mature stage of geomorphic development.
Additionally, Hypsometric curve and hypsometric
integral value proves that the infiltration capacity is high as
well as runoff is low in the watershed. Thus, these mormometric
analyses can be used as an estimator of erosion
status of watersheds leading to prioritization for taking up
soil and water conservation measures.
Residual Analysis and Tidal Harmonic Components in Bangkalan Regency, East JavaLuhur Moekti Prayogo
Bangkalan Regency is one of Madura, East Java, where some of its areas are located in a coastal environment. The coastal environment can experience economic development due to the transportation aspect so that many industries have been established in that environment. Studies on oceanographic parameters are essential because management of coastal environments can not be separated from oceanographic information: The tides information about the tidal characteristics can be obtained after performing a harmonic analysis, which produces the value of harmonic components. This study analyses the residue and tidal harmonic components using the LP-Tides Matlab software in the Sepulu district, Bangkalan Regency, East Java. The data used are January 2021 data from the Geospatial Information Agency. This research shows that the main harmonic components generated include K2, M4, MS4, M2, S2, N2, K1, O1, and P1. The tidal type shows that the Sepulu district is a semi-diurnal type with a Formzahl number = 0.08566. The maximum observation and prediction data values for January 2021 in the Sepulu district are 978 and 1273.64 mm. The MSL value is 434 mm, with an average tidal residue value between the observation and predictive data = 166.01 mm. Then the calculation of the RMSE value and standard deviations are 12.88 and 125.90 mm
Groundwater Potential Zone Identification of Karwi Area, Mandakini River Basi...inventionjournals
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
Since the recent development of UAVs(Unmanned Aerial Vehicles) and digital sensors technology has enabled the acquisition of high-resolution image data, it is considered that the image data of riverside can be analysed. Therefore, this study analyses the applicability of remote sensing techniques through image analysis in river systems and habitats. The target stream in this study was the Cheongmi stream and the applicability of the river environmental evaluation technique was analysed through image analysis. The satellite images used for the analysis of river topography and environments were compared with the aerial images taken by a micro UAV), and the river environmental evaluation was carried out with the field research at the same time. The data acquisition range and application limit by river environmental evaluation technique proposed previously were evaluated, and as a result, it was found that it was possible to draw various evaluation parameters using a drone that could take an image at a low altitude in comparison to satellite images.
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERAnonymouslVQ83F8mC
Before feeling water -shortage crisis human has understood the importance of water From the
religious texts. Considering recent conditions of the world the water will replace most recent
boundaries, at future. Imamzadeh Jaafar plain is located 5 kilometers northeast of Gachsaran, south
of Kohgilooye and Boerahmad province. The plain has 61km 2 area extents and contains two,
alluvial and carbonate aquifers. These aquifers supply the water needs, agricultural, industrial and
domestic. Highly exploitation and transportation of groundwater resources, especially by National Oil
Company, caused highly drawdown in alluvial aquifer, 1.85m in a 5 years period from 1361 to
1365 as reported by Mahab Ghods Consulting Engineers. There are two artificial recharge
projects, 1 flood spreading system and 1 recharge ponds system, in the plain. To present the future
water resources management program the hydrogeological behaviors of the alluvial aquifer and the
effects of artificial recharge must be evaluated. edrock, hydrodynamic coefficients, topography, water
resources and were collected, field surveys were performed and required maps were prepared. Using
conceptual model and MODFLOW PMWIN code the mathematical model of the plain was
calibrated against water year 1380 -81 and then verified against water year 1384 - 85. The verified
model was used to predict future conditions of aquifer. The results implied the rapid response of
aquifer to precipitation due to high aquifer ransmissivity, positive water budget at year 1385
comparing year 65, change of direction of groundwater flow from plain outlet to the center of
plain in response to highly exploitation at the center of plain, water level in the wells located
downward the flood spreading system will raise as 1 to 6m and water level in t he wells located
downward the recharge pond system will lower as 1 to 4m.
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERamsjournal
Before feeling water -shortage crisis human has understood the importance of water From the
religious texts. Considering recent conditions of the world the water will replace most recent
boundaries, at future. Imamzadeh Jaafar plain is located 5 kilometers northeast of Gachsaran, south
of Kohgilooye and Boerahmad province. The plain has 61km 2 area extents and contains two,
alluvial and carbonate aquifers. These aquifers supply the water needs, agricultural, industrial and
domestic. Highly exploitation and transportation of groundwater resources, especially by National Oil
Company, caused highly drawdown in alluvial aquifer, 1.85m in a 5 years period from 1361 to
1365 as reported by Mahab Ghods Consulting Engineers. There are two artificial recharge
projects, 1 flood spreading system and 1 recharge ponds system, in the plain. To present the future
water resources management program the hydrogeological behaviors of the alluvial aquifer and the
effects of artificial recharge must be evaluated. edrock, hydrodynamic coefficients, topography, water
resources and were collected, field surveys were performed and required maps were prepared. Using
conceptual model and MODFLOW PMWIN code the mathematical model of the plain was
calibrated against water year 1380 -81 and then verified against water year 1384 - 85. The verified
model was used to predict future conditions of aquifer. The results implied the rapid response of
aquifer to precipitation due to high aquifer ransmissivity, positive water budget at year 1385
comparing year 65, change of direction of groundwater flow from plain outlet to the center of
plain in response to highly exploitation at the center of plain, water level in the wells located
downward the flood spreading system will raise as 1 to 6m and water level in t he wells located
downward the recharge pond system will lower as 1 to 4m.
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERpijans
Before feeling water -shortage crisis human has understood the importance of water From the
religious texts. Considering recent conditions of the world the water will replace most recent
boundaries, at future. Imamzadeh Jaafar plain is located 5 kilometers northeast of Gachsaran, south
of Kohgilooye and Boerahmad province. The plain has 61km 2 area extents and contains two,
alluvial and carbonate aquifers. These aquifers supply the water needs, agricultural, industrial and
domestic. Highly exploitation and transportation of groundwater resources, especially by National Oil
Company, caused highly drawdown in alluvial aquifer, 1.85m in a 5 years period from 1361 to
1365 as reported by Mahab Ghods Consulting Engineers. There are two artificial recharge
projects, 1 flood spreading system and 1 recharge ponds system, in the plain. To present the future
water resources management program the hydrogeological behaviors of the alluvial aquifer and the effects of artificial recharge must be evaluated. edrock, hydrodynamic coefficients, topography, water resources and were collected, field surveys were performed and required maps were prepared. Using
conceptual model and MODFLOW PMWIN code the mathematical model of the plain was calibrated against water year 1380 -81 and then verified against water year 1384 - 85. The verified model was used to predict future conditions of aquifer. The results implied the rapid response of
aquifer to precipitation due to high aquifer ransmissivity, positive water budget at year 1385 comparing year 65, change of direction of groundwater flow from plain outlet to the center of
plain in response to highly exploitation at the center of plain, water level in the wells located downward the flood spreading system will raise as 1 to 6m and water level in t he wells located
downward the recharge pond system will lower as 1 to 4m.
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERpijans
Before feeling water -shortage crisis human has understood the importance of water From the
religious texts. Considering recent conditions of the world the water will replace most recent
boundaries, at future. Imamzadeh Jaafar plain is located 5 kilometers northeast of Gachsaran, south
of Kohgilooye and Boerahmad province. The plain has 61km 2 area extents and contains two,
alluvial and carbonate aquifers. These aquifers supply the water needs, agricultural, industrial and
domestic. Highly exploitation and transportation of groundwater resources, especially by National Oil
Company, caused highly drawdown in alluvial aquifer, 1.85m in a 5 years period from 1361 to
1365 as reported by Mahab Ghods Consulting Engineers. There are two artificial recharge
projects, 1 flood spreading system and 1 recharge ponds system, in the plain. To present the future
water resources management program the hydrogeological behaviors of the alluvial aquifer and the
effects of artificial recharge must be evaluated. edrock, hydrodynamic coefficients, topography, water
resources and were collected, field surveys were performed and required maps were prepared. Using
conceptual model and MODFLOW PMWIN code the mathematical model of the plain was
calibrated against water year 1380 -81 and then verified against water year 1384 - 85. The verified
model was used to predict future conditions of aquifer. The results implied the rapid response of
aquifer to precipitation due to high aquifer ransmissivity, positive water budget at year 1385
comparing year 65, change of direction of groundwater flow from plain outlet to the center of
plain in response to highly exploitation at the center of plain, water level in the wells located
downward the flood spreading system will raise as 1 to 6m and water level in t he wells located
downward the recharge pond system will lower as 1 to 4m.
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERpijans
Groundwater models are often developed to obtain predictions of societal importance. Such
predictions might be the response of an aquifer to future groundwater pumping, or the
groundwater transport of contaminants from a source location. Because the groundwater flow
system characteristics represented in such models are always unknown to some degree, model
predictions are uncertain. To reduce this prediction uncertainty, it is necessary to improve the
model so that it more accurately represents the flow system
THE APPLICATION OF MATHEMATICAL MODELS IN MANAGEMENT OF AQUIFERamsjournal1
Before feeling water -shortage crisis human has understood the importance of water From the
religious texts. Considering recent conditions of the world the water will replace most recent
boundaries, at future. Imamzadeh Jaafar plain is located 5 kilometers northeast of Gachsaran, south
of Kohgilooye and Boerahmad province. The plain has 61km 2 area extents and contains two,
alluvial and carbonate aquifers. These aquifers supply the water needs, agricultural, industrial and
domestic. Highly exploitation and transportation of groundwater resources, especially by National Oil
Company, caused highly drawdown in alluvial aquifer, 1.85m in a 5 years period from 1361 to
1365 as reported by Mahab Ghods Consulting Engineers. There are two artificial recharge
projects, 1 flood spreading system and 1 recharge ponds system, in the plain. To present the future
water resources management program the hydrogeological behaviors of the alluvial aquifer and the
effects of artificial recharge must be evaluated. edrock, hydrodynamic coefficients, topography, water
resources and were collected, field surveys were performed and required maps were prepared. Using
conceptual model and MODFLOW PMWIN code the mathematical model of the plain was
calibrated against water year 1380 -81 and then verified against water year 1384 - 85. The verified
model was used to predict future conditions of aquifer. The results implied the rapid response of
aquifer to precipitation due to high aquifer ransmissivity, positive water budget at year 1385
comparing year 65, change of direction of groundwater flow from plain outlet to the center of
plain in response to highly exploitation at the center of plain, water level in the wells located
downward the flood spreading system will raise as 1 to 6m and water level in t he wells located
downward the recharge pond system will lower as 1 to 4m.
Hydrodynamics and Morphological Changes Numerical Model of the Jeneberang Est...AM Publications
Jeneberang Estuary, located south of Makassar, Indonesia, is one of the largest and most important river in Sulawesi. In this paper, a numerical model has recently been developed hydrodynamic and morphological evolution of the downstream rubber dam of the Jeneberang Estuary. The hydrodynamic model is derived from the hydro static assumption and Boussinesq approximation. A high-resolution computational grid was generated covering the Jeneberang estuary. The model was run with time driven by tidal forcing at the ocean boundary and river hydro graph at the upstream. The observed tidal data and hydrography were accessible for the set-up of the model. Hydrodynamic simulations have been performed and computed water levels were compared to observations of existing water level along the estuary from DISHIDRO data. For the period of a neap-spring-neap cycle, the model settings determined in the calibration process are verified satisfactions with respect to water level measurements. Good agreement was shown between model results and observed temporal and spatial variations in water elevation and currents, in the Jeneberang Estuary. The suspended sediments were generally transported from the Jeneberang River towards the Makassar Strait when overflow discharge through the Jeneberang Rubber Dam. Morphology change at the Jeneberang Estuary delta is affected by many factors, including tide, waves, river flows and sediment
Investigation of the Tidal Character in Bawean Island East Java Using Admiral...Luhur Moekti Prayogo
Bawean Island is one of the islands in Gresik Regency, East Java, where almost all its territory is a coastal environment. This region's tidal oceanographic condition is critical because this area has a lot of potential for marine tourism and relatively shallow waters. This study aims to determine the tidal characteristics in the waters of Bawean Island, East Java, using the Admiralty method. This method was chosen because it can calculate the tidal component with only 15 days of data and can be used in various water conditions. The data used is tidal data from the Geospatial Information Agency (BIG) on November 1-15, 2020. From this research, it can be concluded that tidal analysis using the Admiralty method produces nine components, including M2, S2, N2, K1, O1, P1, M4, MS4, and K2. The four components determine the type of tide, namely O1, K1, M2, and S2, with amplitude values of 11.79347, 30.14857, 55.72241, and 63.69851. The calculation with the Formzahl number equation yields a value of 0.3512 (0.25 <F <1.5), which means that the tidal type in Bawean Island, East Java, has a mixed type with a semidiurnal tendency (double daily).
Pentingnya Berbagi Data untuk Pengembangan Prediksi dan Pemodelan IklimDasapta Erwin Irawan
Materi ini adalah bagian dari Webinar berjudul "Di bawah bayang-bayang El-Nino" yang diselenggarakan oleh Fakultas Ilmu dan Teknologi Kebumia, Institut Teknologi Bandung.
Dalam acara tersebut ditampilkan dua orang narasumber lainnya, yaitu: Dr. Joko Wiratmo (FITB) dan Dr. Eddy Hermawan (BRIN).
Berbagi data sangat penting untuk pengembangan prediksi dan pemodelan iklim dengan beberapa alasan.
Pertama, model iklim kompleks dan membutuhkan jumlah data yang besar untuk dianalisis. Dengan berbagi data, para peneliti dapat menggabungkan sumber daya mereka dan membuat model yang lebih akurat dan dapat diandalkan.
Kedua, berbagi data memungkinkan para peneliti untuk membandingkan dan kontras model-model yang berbeda, yang dapat membantu mereka mengidentifikasi dan memperbaiki kesalahan.
Ketiga, berbagi data dapat membantu mengidentifikasi tren dan pola baru dalam data iklim, yang dapat digunakan untuk meningkatkan prediksi.
Terdapat beberapa tantangan dalam berbagi data, berikut tiga diantaranya:
Kepemilikan data: Siapa pemilik data? Siapa yang berhak membagikannya?
Kualitas data: Bagaimana kita dapat memastikan bahwa data tersebut akurat dan dapat diandalkan?
Akses data: Bagaimana kita dapat membuat data tersebut dapat diakses oleh para peneliti di seluruh dunia?
Meskipun tantangan-tantangan tersebut, berbagi data sangat penting untuk pengembangan prediksi dan pemodelan iklim. Dengan berbagi data, para peneliti dapat bekerja sama untuk menciptakan model yang lebih akurat dan dapat diandalkan yang dapat membantu kita memahami dan mengurangi perubahan iklim.
Berikut adalah beberapa contoh bagaimana berbagi data telah digunakan untuk meningkatkan prediksi dan pemodelan iklim:
Pada tahun 2015, Organisasi Meteorologi Dunia (WMO) meluncurkan Global Data Partnership for Climate Services (GDPS). GDPS adalah jaringan global penyedia dan pengguna data yang bertujuan untuk meningkatkan ketersediaan dan kualitas data iklim untuk prediksi dan pemodelan iklim.
Pada tahun 2016, Administrasi Oseanografi dan Atmosfer Nasional (NOAA) meluncurkan Program Climate Data Record (CDR). Program CDR adalah kumpulan rangkaian data iklim berkualitas tinggi yang tersedia secara gratis bagi para peneliti di seluruh dunia.
Pada tahun 2017, Panel Antar Negara tentang Perubahan Iklim (IPCC) merilis Laporan Penilaian Kelima mereka. Laporan IPCC didasarkan pada data dari ribuan ilmuwan di seluruh dunia.
Ini hanya beberapa contoh bagaimana berbagi data digunakan untuk meningkatkan prediksi dan pemodelan iklim. Saat kita terus menghadapi tantangan perubahan iklim, berbagi data akan menjadi semakin penting.
Website terkait: http://dasaptaerwin.net/wp/2023/06/materi-dan-siaran-pers-webinar-di-bawah-bayang-bayang-el-nino.html
ANALISIS KONDISI HIDROGEOLOGI KAWASAN PANTAI MUTUN, KABUPATEN PESAWARAN,
PROVINSI LAMPUNG
Oleh
Ahmad Fairuz Aprisna NIM: 12016013
Pembimbing: Dasapta Erwin Irawan
ABSTRAK
Studi geologi dan hidrogeologi dilakukan di Kawasan Pantai Mutun, Kabupaten Pesawaran, Provinsi Lampung. Luas daerah penelitian seluas 32,24 km2. Tujuan dari penelitian ini adalah untuk menentukan tatanan geologi di Kawasan Pantai Mutun, memetakan kondisi hidrogeologinya, serta menentukan persebaran intrusi air laut di akuifer tak tertekan. Metodologi yang digunakan yaitu pengambilan data lapangan dan analisis kualitas airtanah dengan TDS dan pH. Daerah penelitian dibagi menjadi empat satuan batuan tidak resmi, yaitu Satuan Breksi, Satuan Tuf, Satuan Lava Andesit, dan Satuan Endapan Aluvial. Nilai TDS pada daerah penelitian yaitu 93-4033 ppm. Nilai pH pada daerah penelitian yaitu 7,04-7,79. Airtanah pada daerah penelitian terbagi menjadi empat zona berdasarkan parameter intrusi air laut, yaitu Zona Air Tawar dan Layak Minum, Zona Air Tawar, Zona Agak Asin, dan Zona Sedang. Terdapat enam sumur pada daerah penelitian yang berada di Zona Agak Asin dan Zona Sedang. Sumur tersebut terindikasi mengalami intrusi air laut.
Kata Kunci: Pantai Mutun, TDS, pH, intrusi air laut
Analisis Kualitas Airtanah Dengan Statistik Multivariat Untuk Identifikasi Si...Dasapta Erwin Irawan
Analisis Kualitas Airtanah Dengan Statistik Multivariat Untuk Identifikasi Sistem Hidrogeologi Kabupaten Kulon Progo, Daerah Istimewa Yogyakarta.
Penulis: Muzaimatul Musyarofah, Dasapta Erwin Irawan, dan Taat Setiawan
Tujuan
Mengetahui kondisi geologi Kab. Kulon Progo
Mengetahui kondisi hidrogeologi Kab. Kulon Progo
Mengetahui kualitas airtanah Kab. Kulon Progo berdasarkan parameter fisika dan kimia.
Batasan
Batasan dalam penelitian ini hanya meliputi area kerja Kab. Kulon Progo. Data yang digunakan dalam penelitian ini berupa data fisika pH, TDS, DHL dan data hidrokimia ion mayor meliputi kation yang diuji adalah Na+, Ca2+, Mg2+, K+ dan anion yang diuji adalah Cl- , SO42-, HCO3-, NO3-.
Abstract
Kulon Progo Regency is in the western part of the Special Province of Yogyakarta with an area of 586.3 km2, divided into 3 zones and 12 districts. The western side of the Kulon Progo region forms the Kulon Progo intrusion mountain, a large dome with a flat top and skewed wings called the "oblong dome". The central and southern parts of Kulon Progo have a faster population growth compared to the northern part. Problems regarding polluted groundwater have been reported several times by the local community, so research to test the quality of groundwater in Kulon Progo is needed. The method used in this research is multivariate analysis to test major 8 ions (four cations and four anions). There are 10 geomorphological units: the Kulon Progo Intrusive Mountains, Kulon Progo Pyroclastic Lava Flow Hills, Jonggrangan Plateau, Sentolo Homocline Ridge, Lava Flow Plain, Coluvial Plain, Alluvial Plain, Kulon Progo Beach Ridge, and Kulon Progo Beach Dunes. The stratigraphy of the study area consists of 12 (twelve) unofficial units in order of old to young, which are the Sandstone and Claystone Units, Ansdesite Unit, Volcanic Breccia Unit, Lava Unit, Limestone and Unit, Tuff and Tuff Sandstone Unit, Limestone Unit and Tuffaceous Sandstone, Tuff and Lava Units, Pebbled Silt Sand Units, River Alluvial Sand-Silt Units, River Alluvial Clay-Silt Units, and Beach Alluvial Sand Units. The research area is divided into 6 (six) aquifer units, namely Volcano Breccia Aquifer, Limestone-Sandstone Aquifer, Tuff and Lava Aquifer, Clay-Silt Aquifer, Sand-Silt Aquifer, and Sand Aquifer. There are 25 water samples that met the pH parameters based on drinking water quality standards, there are 5 samples that had TDS values above the permissible standards. The results of TDS interpolation in studies prior to 2022 show an increase in each district, especially in the southern part of Kulon Progo. In determining the quality of groundwater for irrigation by testing Na%, there are 24 samples with excellent-permissible status and 1 sample unsuitable. In the SAR test, there are 24 excellent samples and 1 good sample. In the SRC test, there are 22 good samples, 2 doubtful samples, and 1 unsuitable sample.
Keywords: Kulon Progo, groundwater, aquifer, drinking water, irrigation.
MODEL KESESUAIAN POLA RUANG BERBASIS GEOLOGI TERINTEGRASI SOSIOEKONOMI DI KAW...Dasapta Erwin Irawan
MODEL KESESUAIAN POLA RUANG BERBASIS GEOLOGI TERINTEGRASI SOSIOEKONOMI DI KAWASAN PERKOTAAN CIKALONG WETAN, KABUPATEN BANDUNG BARAT
SEMINAR KEMAJUAN 3
VALIDASI NILAI KELAS DAN MODEL ANP, KUESIONER, PEMBOBOTAN ANP DAN OVERLAY PETA
Penulis: Yuniarti Ulfa
Promotor: Prof. Deny Juanda Puradimaja, Prof. B. Kombaitan, Dr. Dasapta Erwin Irawan
POLA INTERAKSI AIR TANAH DAN AIR PERMUKAAN SUNGAI BEJI DI WILAYAH KABUPATEN M...Dasapta Erwin Irawan
POLA INTERAKSI AIR TANAH DAN AIR PERMUKAAN SUNGAI BEJI DI WILAYAH KABUPATEN MALANG
SKRIPSI
KONSENTRASI HIDROLOGI DAN LINGKUNGAN
Diajukan untuk memenuhi persyaratan memperoleh gelar Sarjana Teknik (S.T.)
CINDI FATIKASARI NIM. 175060401111033
UNIVERSITAS BRAWIJAYA FAKULTAS TEKNIK MALANG
2022
DELINEATION OF FLOOD-PRONE AREAS THROUGH THE PERSPECTIVE OF RIVER HYDRAULICSDasapta Erwin Irawan
Flash floods in the Saka River (part of the KUSW) struck Muara Dua District with a population of 177.47 people/km2 on May 8th, 2020, due to increased rainfall intensity and land cover changes upstream. Based on this incident, this research will examine hydraulic parameters that directly implications for potential flooding. The rainfall intensity analysis was based on calculations from the Gumbel-Sherman equation in the baseline period 2011-2020. Then the parameters of the runoff coefficient consisting of the slope, land cover, and type of lithology are analyzed by the Hassing method. The results of the rainfall intensity analysis showed that the lowest intensity occurred in August while the highest power occurred in November and April. The runoff coefficient of 53% has implications for peak flow discharge which has an average increase of 11.6%. Flood simulation in KUSW modeled with Hydrologic Engineering Center-River Analysis System (HEC-RAS) software shows 174.4 km2 potential flooding in the five years of the return period and 200 km2 in the ten years of the return period. This analysis model is used as a preventive effort and reduces the negative impact around KUSW.
Visi dan Misi Calon Lektor Kepala - Dasapta Erwin
Berikut ini adalah dokumen yang mendokumentasikan visi, misi, kontribusi, serta rencana ke depan saya sebagai calon Lektor Kepala.
Dokumen ini adalah pelengkap berkas usulan kenaikan jabatan ke Lektor Kepala.
Nutraceutical market, scope and growth: Herbal drug technologyLokesh Patil
As consumer awareness of health and wellness rises, the nutraceutical market—which includes goods like functional meals, drinks, and dietary supplements that provide health advantages beyond basic nutrition—is growing significantly. As healthcare expenses rise, the population ages, and people want natural and preventative health solutions more and more, this industry is increasing quickly. Further driving market expansion are product formulation innovations and the use of cutting-edge technology for customized nutrition. With its worldwide reach, the nutraceutical industry is expected to keep growing and provide significant chances for research and investment in a number of categories, including vitamins, minerals, probiotics, and herbal supplements.
This pdf is about the Schizophrenia.
For more details visit on YouTube; @SELF-EXPLANATORY;
https://www.youtube.com/channel/UCAiarMZDNhe1A3Rnpr_WkzA/videos
Thanks...!
Introduction:
RNA interference (RNAi) or Post-Transcriptional Gene Silencing (PTGS) is an important biological process for modulating eukaryotic gene expression.
It is highly conserved process of posttranscriptional gene silencing by which double stranded RNA (dsRNA) causes sequence-specific degradation of mRNA sequences.
dsRNA-induced gene silencing (RNAi) is reported in a wide range of eukaryotes ranging from worms, insects, mammals and plants.
This process mediates resistance to both endogenous parasitic and exogenous pathogenic nucleic acids, and regulates the expression of protein-coding genes.
What are small ncRNAs?
micro RNA (miRNA)
short interfering RNA (siRNA)
Properties of small non-coding RNA:
Involved in silencing mRNA transcripts.
Called “small” because they are usually only about 21-24 nucleotides long.
Synthesized by first cutting up longer precursor sequences (like the 61nt one that Lee discovered).
Silence an mRNA by base pairing with some sequence on the mRNA.
Discovery of siRNA?
The first small RNA:
In 1993 Rosalind Lee (Victor Ambros lab) was studying a non- coding gene in C. elegans, lin-4, that was involved in silencing of another gene, lin-14, at the appropriate time in the
development of the worm C. elegans.
Two small transcripts of lin-4 (22nt and 61nt) were found to be complementary to a sequence in the 3' UTR of lin-14.
Because lin-4 encoded no protein, she deduced that it must be these transcripts that are causing the silencing by RNA-RNA interactions.
Types of RNAi ( non coding RNA)
MiRNA
Length (23-25 nt)
Trans acting
Binds with target MRNA in mismatch
Translation inhibition
Si RNA
Length 21 nt.
Cis acting
Bind with target Mrna in perfect complementary sequence
Piwi-RNA
Length ; 25 to 36 nt.
Expressed in Germ Cells
Regulates trnasposomes activity
MECHANISM OF RNAI:
First the double-stranded RNA teams up with a protein complex named Dicer, which cuts the long RNA into short pieces.
Then another protein complex called RISC (RNA-induced silencing complex) discards one of the two RNA strands.
The RISC-docked, single-stranded RNA then pairs with the homologous mRNA and destroys it.
THE RISC COMPLEX:
RISC is large(>500kD) RNA multi- protein Binding complex which triggers MRNA degradation in response to MRNA
Unwinding of double stranded Si RNA by ATP independent Helicase
Active component of RISC is Ago proteins( ENDONUCLEASE) which cleave target MRNA.
DICER: endonuclease (RNase Family III)
Argonaute: Central Component of the RNA-Induced Silencing Complex (RISC)
One strand of the dsRNA produced by Dicer is retained in the RISC complex in association with Argonaute
ARGONAUTE PROTEIN :
1.PAZ(PIWI/Argonaute/ Zwille)- Recognition of target MRNA
2.PIWI (p-element induced wimpy Testis)- breaks Phosphodiester bond of mRNA.)RNAse H activity.
MiRNA:
The Double-stranded RNAs are naturally produced in eukaryotic cells during development, and they have a key role in regulating gene expression .
Cancer cell metabolism: special Reference to Lactate PathwayAADYARAJPANDEY1
Normal Cell Metabolism:
Cellular respiration describes the series of steps that cells use to break down sugar and other chemicals to get the energy we need to function.
Energy is stored in the bonds of glucose and when glucose is broken down, much of that energy is released.
Cell utilize energy in the form of ATP.
The first step of respiration is called glycolysis. In a series of steps, glycolysis breaks glucose into two smaller molecules - a chemical called pyruvate. A small amount of ATP is formed during this process.
Most healthy cells continue the breakdown in a second process, called the Kreb's cycle. The Kreb's cycle allows cells to “burn” the pyruvates made in glycolysis to get more ATP.
The last step in the breakdown of glucose is called oxidative phosphorylation (Ox-Phos).
It takes place in specialized cell structures called mitochondria. This process produces a large amount of ATP. Importantly, cells need oxygen to complete oxidative phosphorylation.
If a cell completes only glycolysis, only 2 molecules of ATP are made per glucose. However, if the cell completes the entire respiration process (glycolysis - Kreb's - oxidative phosphorylation), about 36 molecules of ATP are created, giving it much more energy to use.
IN CANCER CELL:
Unlike healthy cells that "burn" the entire molecule of sugar to capture a large amount of energy as ATP, cancer cells are wasteful.
Cancer cells only partially break down sugar molecules. They overuse the first step of respiration, glycolysis. They frequently do not complete the second step, oxidative phosphorylation.
This results in only 2 molecules of ATP per each glucose molecule instead of the 36 or so ATPs healthy cells gain. As a result, cancer cells need to use a lot more sugar molecules to get enough energy to survive.
Unlike healthy cells that "burn" the entire molecule of sugar to capture a large amount of energy as ATP, cancer cells are wasteful.
Cancer cells only partially break down sugar molecules. They overuse the first step of respiration, glycolysis. They frequently do not complete the second step, oxidative phosphorylation.
This results in only 2 molecules of ATP per each glucose molecule instead of the 36 or so ATPs healthy cells gain. As a result, cancer cells need to use a lot more sugar molecules to get enough energy to survive.
introduction to WARBERG PHENOMENA:
WARBURG EFFECT Usually, cancer cells are highly glycolytic (glucose addiction) and take up more glucose than do normal cells from outside.
Otto Heinrich Warburg (; 8 October 1883 – 1 August 1970) In 1931 was awarded the Nobel Prize in Physiology for his "discovery of the nature and mode of action of the respiratory enzyme.
WARNBURG EFFECT : cancer cells under aerobic (well-oxygenated) conditions to metabolize glucose to lactate (aerobic glycolysis) is known as the Warburg effect. Warburg made the observation that tumor slices consume glucose and secrete lactate at a higher rate than normal tissues.
Multi-source connectivity as the driver of solar wind variability in the heli...Sérgio Sacani
The ambient solar wind that flls the heliosphere originates from multiple
sources in the solar corona and is highly structured. It is often described
as high-speed, relatively homogeneous, plasma streams from coronal
holes and slow-speed, highly variable, streams whose source regions are
under debate. A key goal of ESA/NASA’s Solar Orbiter mission is to identify
solar wind sources and understand what drives the complexity seen in the
heliosphere. By combining magnetic feld modelling and spectroscopic
techniques with high-resolution observations and measurements, we show
that the solar wind variability detected in situ by Solar Orbiter in March
2022 is driven by spatio-temporal changes in the magnetic connectivity to
multiple sources in the solar atmosphere. The magnetic feld footpoints
connected to the spacecraft moved from the boundaries of a coronal hole
to one active region (12961) and then across to another region (12957). This
is refected in the in situ measurements, which show the transition from fast
to highly Alfvénic then to slow solar wind that is disrupted by the arrival of
a coronal mass ejection. Our results describe solar wind variability at 0.5 au
but are applicable to near-Earth observatories.
THE IMPORTANCE OF MARTIAN ATMOSPHERE SAMPLE RETURN.Sérgio Sacani
The return of a sample of near-surface atmosphere from Mars would facilitate answers to several first-order science questions surrounding the formation and evolution of the planet. One of the important aspects of terrestrial planet formation in general is the role that primary atmospheres played in influencing the chemistry and structure of the planets and their antecedents. Studies of the martian atmosphere can be used to investigate the role of a primary atmosphere in its history. Atmosphere samples would also inform our understanding of the near-surface chemistry of the planet, and ultimately the prospects for life. High-precision isotopic analyses of constituent gases are needed to address these questions, requiring that the analyses are made on returned samples rather than in situ.
This presentation explores a brief idea about the structural and functional attributes of nucleotides, the structure and function of genetic materials along with the impact of UV rays and pH upon them.
Nucleic Acid-its structural and functional complexity.
A LandSAT-driven approach to describe meander stream phenomenon in Mahakam Watershed, East Kalimantan.pdf
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A LandSAT-driven approach to describe meander stream phenomenon in Mahakam Watershed,
East Kalimantan
Stevanus Nalendra Jati1,2
, Dasapta Erwin Irawan3
, Rusmarwan Suwarman4
, Deny Juanda Puradimaja3
1
Geological Engineering Study Program, Universitas Sriwijaya
2
PhD student, Institut Teknologi Bandung
3
Applied Geology Research Group, Institut Teknologi Bandung
4
Meterological Study Program, Institut Teknologi Bandung
Abstract
The role of the Mahakam River in society is undeniably vital because it is the cornerstone of product distribution
channels from upstream to downstream, namely forestry, agricultural, and even mining commodities. Especially with
the National Capital (IKN) plan, the Mahakam River is in a buffer zone. Satellite imagery in Mahakam is available
in various seamless access, including those of the National Research and Innovation Agency (BRIN) and the United
States Geological Survey (USGS). This study provides an overview of Mahakam Watershed's dynamics through
Landsat Imagery's perspective. The Landsat observation is preliminary research from a research grant in
Geomorphometry of the Mahakam Watershed, utilizing Landsat image data by combining bands 7, 5, and 3 for
Landsat 8 OLI/TIRS (Land Satellite 8 Operational Land Imager and Thermal Infrared Sensor) and bands 7, 4, and 2
as Landsat 5 STM (Land Satellite 5 Sensor Thematic Mapper). The study examines the pattern and changes in the
direction of the Mahakam River flow, as well as the phenomenon of the presence of three lakes. So, to the results of
the identification, the Mahakam Watershed is divided into three sub-watersheds, upstream, central, and downstream.
The Central sub-watershed is characterized by the presence of three natural lakes parallel to the change in flow
direction caused by tectonic processes. The impact narrows the river channel, so the velocity experiences a backwash
effect and anastomosing reach. Meanwhile, from the morphography aspect, the three lakes in the Mahakam
Watershed are in the half-graben framework due to the second strain of the formation of Samarinda Anticlinorium.
This research will continue to the measurement, calculation, and modeling stages to have more comprehensive
benefits in predicting flood and drought hazards from the dynamics of the Mahakam Watershed.
Keywords: Mahakam, watershed, river, three lakes, landsat.
Introduction
The Mahakam River is the center of economic activity
because it is the cornerstone of product distribution
from upstream to downstream, namely forestry,
agricultural, fishery, and even mining commodities.
Presidential Decree of the Republic of Indonesia
Number 12 of 2012 stipulates that the Mahakam River
Area is a priority river category. The most intense
transportation rate activity in the Mahakam River is
the back-and-forth distribution of coal, which strongly
influences changes in the dimensions of the Mahakam
River (Aslan et al., 2021; Hadibarata et al., 2019).
Milestone mining downstream of the Mahakam River
causes silting at every bend of the river due to the
deposition of soil material on the riverbed (Persoon
and Simarmata, 2014; Setiawan et al., 2014).
Currently, the Mahakam watershed has become a
national issue. It plays a role as a buffer for the
National Capital City (IKN) in terms of strategic water
supply, although with significant variability and
uneven spatial distribution (Arifanti et al., 2019;
Hadibarata et al., 2019). Judging from the overall flow
pattern of the Mahakam River, the dynamics of the
river's bend in the Mahakam Sentral Sub-watershed is
the center of attention. There is because, apart from
the extreme degree of curvature of the river, there is
also a change in the direction of the flow. In general,
from upstream, the Mahakam River flows to the
southeast, then in the central part, it changes relative
to the northeast for 63 km, then flows back to the
southeast. Related to the change in the flow direction,
there is a phenomenon of three successive large lakes
along the anomaly of the river flow that leads to the
northeast. The three lakes from upstream are Lake
Jempang, Lake Melintang, and Lake Semayang.
Watershed morphometric properties are the long-term
impacts of geological and climatic processes. Some
hydrogeologists have even confirmed that
morphometric parameters are vital in tropic watershed
hydraulics (Basahi et al., 2016; Elfeki et al., 2017;
Farhan et al., 2016; Niyazi et al., 2020). The
unmeasured tropical region, its morphometric
features, and related parameters impact watershed
hydraulics, especially surface runoff and groundwater
infiltration (Masoud, 2016). Many studies have
considered the integration between morphological
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characteristics and hydrological response, such as
Elfeki et al. (2018), Elfeki and Bahrawi (2017), Marko
et al. (2019). This study is the first part of significant
research related to the hydrogeomorphometry of the
Mahakam watershed. So that the priority of this study
on LadSAT observations with the aim:
1. Studying geological control concerning the
dynamics of river bends in the Mahakam
watershed.
2. Interpret the process of the formation of the
Mahakam River and the emergence of three
lakes.
3. Develop a theoretical framework for linking
rivers and three lakes in the Mahakam
watershed.
Next, the general aim of the study will be to improve
the understanding of geomorphometric variability and
its consequences on the evolution of the three lakes,
including genesis and prediction. It even provides a
quantitative assessment of the morphometric variables
and their impact on the hydrological response.
Furthermore, these results will help researchers by
quantitatively assessing the potential for flooding with
the level of risk.
Data and Method
The increased availability of satellite imagery
information and the ease of data processing within the
scope of remote sensing technology and GIS has
enabled the development of several methodologies for
the extraction of landscape characteristics from the
Digital Elevation Model (DEM), such as disaster
monitoring and analysis into a comprehensive one
(Malczewski and Rinner, 2015). The data acquisition
process, namely spatial data with seamless access
from the www.tanahairindonesia.go.id site belonging
to the Geospatial Information Agency (BIG) in the
form of cartographic data and National DEM
(DEMNas) with a resolution of 8.25-10 m (Hell and
Jakobsson, 2011). The spatial analysis uses ArcGIS
Pro 2.5 and Quantum GIS to delineate watershed
boundaries and sub-watersheds. Furthermore, DEM
data is the primary data set used in elevation control
(Table 1).
Table 1: Recapitulation of the data used.
Component Data Authority
Vector DEMNas BIG
Raster
5-STM: band 7, 4, 2 USGS
8-OLI/TIRS: band 7, 5, 3 BRIN PR-Inderaja
LandSAT IKONOS 2013 Digital Globe, US
LandSAT GeoEye Google – NGA
The data and information needed in the
geomorphometric research of the Mahakam
watershed are hydrogeological data, topography,
rainfall, land use, and flood susceptibility index (FSI)
analyzed through GIS. However, this initial study
prioritizes the presentation of Landsat data and the
identification of phenomena in the Mahakam
watershed.
Result and Discussion
The Mahakam watershed stretches from Mahakam
Ulu Regency on the west side of East Kalimantan
Province to Samarinda Municipality on the east side.
It empties into an ideal delta pattern in the Makassar
Strait. When viewed from the morphographic aspect,
the Mahakam watershed is divided into three sub-
watersheds (Figure 1), namely:
1. Upstream: in the form of mountains and hills
morphology, bordered by cliffs reaching 100-
1000 m, composed of igneous rocks resistant to
erosional processes, the river pattern is relatively
straight and stable, and the width of the narrow
river ranges from 48-100 m.
2. Central: in the form of lowlands dominated by
swamp deposits, meandering river patterns, and
developing into braided.
3. Downstream: downstream of the river mouth in
the Makassar Strait, which forms the Mahakam
Delta.
Figure 1: Map of the Mahakam River Basin which includes
the Mahakam Watershed including the Mahakam River
Basin ( River Basin Criteria and Determination, KepMen
PUPR, 2015).
This research is studio work, namely spatial
computing (Figure 2). Visualization of the results
utilizes Landsat image data available on the pages of
the Center for Remote Sensing Research, the National
Research and Innovation Agency (PR-Inderaja
BRIN), and the United States Geological Society
(USGS) by combining bands 7, 5, and 3 for Land
Satellite 8 Operational Land Imager and Thermal
Infrared Sensor (Landsat 8 OLI/TIRS) and bands 7, 4,
and 2 as Landsat 5 Sensor Thematic Mapper (STM)
(Figure 3). Finally, several previous studies reviewed
the identification of meanders in the Mahakam
watershed related to the interpretation of the three
lakes' genesis. The geological component in this study
is a crucial parameter for the genesis of the three lakes.
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Figure 2: Mahakam watershed and the position of the three
lakes.
The three Mahakam lakes are natural lakes consisting
of Lake Jempang, Lake Melintang, and Lake
Semayang. These three lakes are included in the 15
national priority lakes as stipulated in Presidential
Regulation 60 of 2021. In the Presidential Regulation
document, the three lakes are termed the Mahakam
Cascade Area. Meanwhile, in the Indonesian
Dictionary (KBBI), Kaskade means a series of devices
that work sequentially one after the other. So that it
gives the meaning of the relationship between the
three lakes, namely from upstream is Lake Jempang,
then Lake Melintang, and Lake Semayang.
The determination of the Mahakam Cascade Lake
Area in 15 national priority lakes is the concern of all
stakeholders so that the carrying capacity and capacity
of the environment are maintained in line with the
vision of sustainable management. The dimensions of
these three large lakes are Lake Jempang with an area
of 15,000 ha, Lake Melintang with 11,000 ha, and
Lake Semayang with 13,000 ha (Table 2). The
position of Lake Jempang is isolated from the other
two lakes because the flow of the Mahakam River
separates it. Meanwhile, Lake Melintang and Lake
Semayang tend to merge during the rainy season until
the overflow of water increases. Even Lake Melintang
and Lake Semayang only have one outlet, the Pela
River, which empties into the Mahakam River.
Table 2: Dimensions of the three lakes in the Mahakam.
Aspect Jempang L. Melintang L. Semayang L.
Area 15.000 ha, 150
km2
11.000 ha, 110
km2
13.000 ha, 130
km2
Depth 3,5 m (dry), 7
m (rainy)
2 m (dry), 6,5 m
(rainy)
3 m (dry), 6,5
m (rainy)
Loc
adm
Jempang
Subdis, West
Kutei Reg
Muara Wis
Subdis, Kukar
Reg
Muara Wis
Subdis, Kukar
Reg
Inlet-
outlet
I: Bongan R,
Ohong R;
O: Kemujan R
I: Enggelam R,
O: Pela R
I: Kahala R,
O: Pela R
Before being stipulated in Presidential Regulation 60
of 2021, these three lakes had become targets in the
20115-2019 National Medium-Term Development
Plan (RPJMN). The RPJMN document states that the
administrative location of Lake Jempang is in
Jempang District, West Kutai Regency, while
Melintang Lake and Semayang Lake are in Muara Wis
District, Kutai Kartanegara Regency (Figure 4). The
impact of the determination of the three lakes area in
the two national strategic documents, the provincial
government, through the East Kalimantan Tourism
Office, held a national-scale agenda entitled "Festival
of 3 Lakes" in November 2021. This is to support and
increase creative ecotourism.
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Figure 3: Basic satellite image data for 1996 (top, from
LAPAN), 2000 (middle, USGS), 2010 (middle, USGS),
2019 (bottom), accessed and processed in May 2021.
Figure 4: The state of the three lakes, Lake Jempang and its
transportation facilities (above, source deniekasurya.com);
Melintang Lake during the dry season (middle, source
dispar.kaltimprov.go.id); Semayang Lake at high tide
(bottom, source Kalimantan.menlhk.go.id).
The Mahakam watershed's physiography has
phenomena relevant to three lakes. The three lakes are
located at an elevation of 2-3 meters above sea level.
Elevations flank them in the upstream part of the
Mahakam watershed and the Samarinda
Anticlinorium ridge downstream of the three lakes
(Figure 5). Spatially, in the Mahakam watershed, three
lakes are in an inter-altitude valley where the
accumulation of stagnant water flows.
Tectonostratigraphic configuration, the Mahakam
watershed is within the scope of the Kuter Basin,
which also illustrates the deviation of the Mahakam
River flow direction to the Northeast (Figure 6). The
flow shift is also marked by the presence of a lake,
which is tectono-stratigraphically called the Kutei
Lakes.
According to Satyana et al. (1999), the lake sediment
has occurred since the Plio-Pleistocene which is
closely related to the formation process of the
Samarinda Anticlinorium so that it is closely related
to tectonic processes (Figure 7). The lake deposits are
in the form of fine sedimentary material with
relatively calm currents because they are Plio-
Pleistocene Lake deposits. Moss and Chambers
(1999) stated that a compressional stress regime
controlled the study area, especially in the inversion
phase that occurred in the Eocene, by forming half-
graben depocenters (Figure 7).
Based on the river's genesis, the Mahakam River is
classified as an antecedent type because it not only
penetrates a fold but winds through a collection of 12
folds, namely the Samarinda Anticlinorium. The
antecedent type is pre-genetic, namely the river that
has flowed first, then a compressional tectonic process
occurs, then folds are formed. The compressional
stress phase in the formation event of the Samarinda
Anticlinorium is thought to have hampered the flow
of the Mahakam River, resulting in a delay in
backwashing. The impact on the behavior of the river
flow is that there is an adjustment, such as an
anastomosing reach with the form of three lakes.
Figure 5: Physiography of the Kutai Basin (Satyana et al.,
1999; Vermeulen et al., 2014).
Identification of the Landsat band combine, the three
lakes are reflected in a half-graben pattern. The
distribution of the three lakes pattern is also still linear
to the anomaly of changes in the direction of the
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Mahakam River flow to the northeast. Thus, the
dynamics of the meandering and braided stream of the
Mahakam River up to three lakes, the process is
controlled by tectonic, the phenomenon is still clearly
visible.
Figure 6: The structural pattern of the Eastern Kutai Basin
(Moss and Chambers, 1999). The green box notation is the
study area, while the red line represents the cross-sectional
area in Figure 7.
Figure 7: Cross-section of West-East, which illustrates the
relationship between the presence of lake deposits and the
pattern of the Samarinda Anticlinorium (Moss and
Chambers, 1999; Satyana et al., 1999).
Conclusions
The focus of this study is Landsat observations in the
Mahakam watershed which resulted in several studies,
including:
1. There is an anomaly in the direction of the
Mahakam River, which generally flows to the
southeast, but in the Mahakam Sentral Sub-
watershed, the flow direction changes to the
northeast for 63 km, then flows back to the
southeast.
2. The existence of three successive large lakes,
precisely in the Mahakam Sentral Sub-watershed.
These three lakes have a linear pattern concerning
changes in the direction of the Mahakam River
flow.
3. Based on space and time, the Three Lakes have
existed since the Plio-Pleistocene and were in a
half-graben framework during the formation of
the Samarinda Anticlinorium.
4. The Mahakam River is an antecedent type that
first flowed before the formation of the
Samarinda Anticlinorium.
5. The hypothesis is that the flow of the Mahakam
River will experience a narrowing of the channel
and/or obstruction of flow during the Samarinda
Anticlinorium process. So, a backwash occurs,
which has implications for the anastomosing
reach around the Three Lakes.
This study is part of the initial study of major research
on hydro-geomorphometry of the Mahakam
watershed, East Kalimantan. So that the next study
will be more in-depth related to measurements,
calculations, and modeling. The hope is that it can
prove the hypothesis built in this study and has more
comprehensive benefits to predict the danger of
flooding or drought.
Acknowledgements
This study was funded by the Ministry of Education,
Culture, Research and Technology (Kemdikburistek)
under a research grant from decentralization program
number 0277/E5/AK.04/2022 dated May 6th
2022. We
also thank to Imam Priyono, Yuniarti Ulfa, Ananta
Purwo as colleague for the discussion about
hydrogeological.
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