GEOELECTRICAL 2-D RECONSTRUCTION AND WATER SIMULATION FOR GROUNDWATER FLOW MODELING IN EAST MANDALIKA

The study area is located in the western zone of the Mandalika Special Economic Zone, which is mostly within the Pujut district and Central Lombok regency. The Indonesian government has prioritized the tourism sector as an important sector of economic growth, as a result, Mandalika named as Speci...

Full description

Saved in:
Bibliographic Details
Main Author: Shakeri, Abullqasim
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/47150
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:47150
spelling id-itb.:471502020-03-16T12:29:23ZGEOELECTRICAL 2-D RECONSTRUCTION AND WATER SIMULATION FOR GROUNDWATER FLOW MODELING IN EAST MANDALIKA Shakeri, Abullqasim Indonesia Theses Geoelectic, Imaging resistivity, underground water modelling INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/47150 The study area is located in the western zone of the Mandalika Special Economic Zone, which is mostly within the Pujut district and Central Lombok regency. The Indonesian government has prioritized the tourism sector as an important sector of economic growth, as a result, Mandalika named as Special Economic Zone (SEZ). Mandalika is predicted to have a rapid growth in population, and demand of fresh water, therefore, this study was carried out to find and project the condition of underground water in next 10 years. Geoelectrical survey for this area was performed by using dipole- dipole electrode configuration. The results of the cross sections shows that, aquifer is located at the top and the aquitard layer is located at the bottom part, with the aquifer layer mostly alluvium layer rock formation which is ticker at the western and eastern sides, but getting thinner in the middle part. The amount of water infiltrating to the study area was calculated to be maximum 391 mm/year in rainy seasons and minimum of 9 mm/year in dry seasons. On the other hand, the water demand projection was calculated to be 1861.24 m^3/day. The result of equipotential head suggest that the water flows mostly from northern part to the southern part of the study area , and the zone budget results indicates that the study area is mostly recharging from the rainfall. The highest amount of drawdown is happening in the observation well SG-50 and SG- 51 with the maximum value of 5.5m of drawdown, and the lowest drawdown is happening in the well SG-20 in the modeling area. The fluctuation in the drawdown graph line indicates that the drawdown is directly related to the dry and wet seasons of the year. Therefor this study recommend to the wells be dig in the western parts especially close to the river area to avoid big drawdown in the area text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description The study area is located in the western zone of the Mandalika Special Economic Zone, which is mostly within the Pujut district and Central Lombok regency. The Indonesian government has prioritized the tourism sector as an important sector of economic growth, as a result, Mandalika named as Special Economic Zone (SEZ). Mandalika is predicted to have a rapid growth in population, and demand of fresh water, therefore, this study was carried out to find and project the condition of underground water in next 10 years. Geoelectrical survey for this area was performed by using dipole- dipole electrode configuration. The results of the cross sections shows that, aquifer is located at the top and the aquitard layer is located at the bottom part, with the aquifer layer mostly alluvium layer rock formation which is ticker at the western and eastern sides, but getting thinner in the middle part. The amount of water infiltrating to the study area was calculated to be maximum 391 mm/year in rainy seasons and minimum of 9 mm/year in dry seasons. On the other hand, the water demand projection was calculated to be 1861.24 m^3/day. The result of equipotential head suggest that the water flows mostly from northern part to the southern part of the study area , and the zone budget results indicates that the study area is mostly recharging from the rainfall. The highest amount of drawdown is happening in the observation well SG-50 and SG- 51 with the maximum value of 5.5m of drawdown, and the lowest drawdown is happening in the well SG-20 in the modeling area. The fluctuation in the drawdown graph line indicates that the drawdown is directly related to the dry and wet seasons of the year. Therefor this study recommend to the wells be dig in the western parts especially close to the river area to avoid big drawdown in the area
format Theses
author Shakeri, Abullqasim
spellingShingle Shakeri, Abullqasim
GEOELECTRICAL 2-D RECONSTRUCTION AND WATER SIMULATION FOR GROUNDWATER FLOW MODELING IN EAST MANDALIKA
author_facet Shakeri, Abullqasim
author_sort Shakeri, Abullqasim
title GEOELECTRICAL 2-D RECONSTRUCTION AND WATER SIMULATION FOR GROUNDWATER FLOW MODELING IN EAST MANDALIKA
title_short GEOELECTRICAL 2-D RECONSTRUCTION AND WATER SIMULATION FOR GROUNDWATER FLOW MODELING IN EAST MANDALIKA
title_full GEOELECTRICAL 2-D RECONSTRUCTION AND WATER SIMULATION FOR GROUNDWATER FLOW MODELING IN EAST MANDALIKA
title_fullStr GEOELECTRICAL 2-D RECONSTRUCTION AND WATER SIMULATION FOR GROUNDWATER FLOW MODELING IN EAST MANDALIKA
title_full_unstemmed GEOELECTRICAL 2-D RECONSTRUCTION AND WATER SIMULATION FOR GROUNDWATER FLOW MODELING IN EAST MANDALIKA
title_sort geoelectrical 2-d reconstruction and water simulation for groundwater flow modeling in east mandalika
url https://digilib.itb.ac.id/gdl/view/47150
_version_ 1822927590142246912