GROUNDWATER SEEPAGE AND SPRING ANALYSIS IN SETUPATOK DAM, CIREBON REGENCY, WEST JAVA

Rock around the groundwater seep and spring that occur in the spillway of Setupatok Dam was grouted in 2014, but the leak discharge does not decrease. Initially, it was suspected that the leak occurred due to the age of the dam that has reached 90 years. This study is conducted to prove that the lea...

Full description

Saved in:
Bibliographic Details
Main Author: ROLANDO SARUMPAET (NIM: 22014041), ERIK
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/21965
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:21965
spelling id-itb.:219652017-09-27T14:38:38ZGROUNDWATER SEEPAGE AND SPRING ANALYSIS IN SETUPATOK DAM, CIREBON REGENCY, WEST JAVA ROLANDO SARUMPAET (NIM: 22014041), ERIK Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/21965 Rock around the groundwater seep and spring that occur in the spillway of Setupatok Dam was grouted in 2014, but the leak discharge does not decrease. Initially, it was suspected that the leak occurred due to the age of the dam that has reached 90 years. This study is conducted to prove that the leak is controlled by the geological conditions around the dam. The base rock of reservoir is a crater of ancient volcano (maar type) at the foot of Mount Careme. Maar crater is the result of interaction between hot magma and water that produce pyroclastic deposit, dominated by lapilli size (up to 64 mm in diameter). <br /> <br /> <br /> The methods used in this research is geological mapping to find out the distribution of pyroclastic rock deposition, hydrogeological mapping to know the direction of groundwater flow (86 wells and 24 springs), and measurement of TDS (Total Dissolved Solids) and pH to suppport the interpretation of groundwater flow. Based on the geological mapping, it is known that rock units around the Setupatok Dam are dominated by lapillistone and tuff that have high hydraulic conductivity values. There are two normal faults in this area. Based on the hydrogeological mapping, there are three zones with groundwater flow that indicate the leak of the reservoir. The TDS data show that springs on downstream are from the reservoir. Based on this fact, foundation treatment should be made by reducing the hydraulic conductivity value of the rock in the upstreams of the spillway. The proposed improvement simulation was performed using SEEP/W 2007. 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 Rock around the groundwater seep and spring that occur in the spillway of Setupatok Dam was grouted in 2014, but the leak discharge does not decrease. Initially, it was suspected that the leak occurred due to the age of the dam that has reached 90 years. This study is conducted to prove that the leak is controlled by the geological conditions around the dam. The base rock of reservoir is a crater of ancient volcano (maar type) at the foot of Mount Careme. Maar crater is the result of interaction between hot magma and water that produce pyroclastic deposit, dominated by lapilli size (up to 64 mm in diameter). <br /> <br /> <br /> The methods used in this research is geological mapping to find out the distribution of pyroclastic rock deposition, hydrogeological mapping to know the direction of groundwater flow (86 wells and 24 springs), and measurement of TDS (Total Dissolved Solids) and pH to suppport the interpretation of groundwater flow. Based on the geological mapping, it is known that rock units around the Setupatok Dam are dominated by lapillistone and tuff that have high hydraulic conductivity values. There are two normal faults in this area. Based on the hydrogeological mapping, there are three zones with groundwater flow that indicate the leak of the reservoir. The TDS data show that springs on downstream are from the reservoir. Based on this fact, foundation treatment should be made by reducing the hydraulic conductivity value of the rock in the upstreams of the spillway. The proposed improvement simulation was performed using SEEP/W 2007.
format Theses
author ROLANDO SARUMPAET (NIM: 22014041), ERIK
spellingShingle ROLANDO SARUMPAET (NIM: 22014041), ERIK
GROUNDWATER SEEPAGE AND SPRING ANALYSIS IN SETUPATOK DAM, CIREBON REGENCY, WEST JAVA
author_facet ROLANDO SARUMPAET (NIM: 22014041), ERIK
author_sort ROLANDO SARUMPAET (NIM: 22014041), ERIK
title GROUNDWATER SEEPAGE AND SPRING ANALYSIS IN SETUPATOK DAM, CIREBON REGENCY, WEST JAVA
title_short GROUNDWATER SEEPAGE AND SPRING ANALYSIS IN SETUPATOK DAM, CIREBON REGENCY, WEST JAVA
title_full GROUNDWATER SEEPAGE AND SPRING ANALYSIS IN SETUPATOK DAM, CIREBON REGENCY, WEST JAVA
title_fullStr GROUNDWATER SEEPAGE AND SPRING ANALYSIS IN SETUPATOK DAM, CIREBON REGENCY, WEST JAVA
title_full_unstemmed GROUNDWATER SEEPAGE AND SPRING ANALYSIS IN SETUPATOK DAM, CIREBON REGENCY, WEST JAVA
title_sort groundwater seepage and spring analysis in setupatok dam, cirebon regency, west java
url https://digilib.itb.ac.id/gdl/view/21965
_version_ 1821120623942828032