DESIGN OF COASTAL PROTECTIVE STRUCTURE IN SEDARI BEACH, KARAWANG REGENCY, WEST JAVA PROVINCE

<p align="justify">The Indonesian territory is separated by the oceans, so that damage that occurs in coastal areas will have a direct impact on the lives of people in each region due to disruption of the distribution of logistics needs through sea transportation. One of the coastal...

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Main Author: Andika Siregar - NIM 15514058, Restu
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/30342
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:30342
spelling id-itb.:303422018-09-27T14:29:36ZDESIGN OF COASTAL PROTECTIVE STRUCTURE IN SEDARI BEACH, KARAWANG REGENCY, WEST JAVA PROVINCE Andika Siregar - NIM 15514058, Restu Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/30342 <p align="justify">The Indonesian territory is separated by the oceans, so that damage that occurs in coastal areas will have a direct impact on the lives of people in each region due to disruption of the distribution of logistics needs through sea transportation. One of the coastal area in Indonesia which was damaged due to the erosion process was Sedari Beach in Karawang Regency, West Java Province. The erosion process still continues every year and further threatens the existence of residential areas that are behind Sedari Beach. Erosion problems that occur at Sedari Beach need to be addressed by planning a construction of coastal protective structures that will inhibit the erosion process so that community settlement lands remain safe. <br /> <br /> The decline of the coastline due to the erosion process was analyzed by simulating the shoreline setback in the Coastal Engineering Design and Analysis System (CEDAS) program of the Generalized Model for Simulating Shoreline Change (GENESIS) module. Simulations carried out on the program are also used to choose alternative coastal protection buildings that can maintain the coastline. The coastal protective building that will be modeled in the form of Revetment, Breakwater, Groin, and the combination of these structures. Erosion was then dealt with by a combination of protective structures in the Revetment and Groin beaches. Revetments are placed on 260 m and 100 m coastlines while Groins are modeled on three locations with 36 m groin length and distance of each groin as far as 110 m. The revetment is designed with a peak elevation of +2.7 m from the LWS made from natural stone armor to fill the armor layer on the outside and the filter layer on the inside. Groins are designed with a peak elevation of +4.2 m from the LWS made from natural stone armor to fill the armor layer on the outside, the screen filter in the center, and the core layer in the core.<p align="justify"> <br /> 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 <p align="justify">The Indonesian territory is separated by the oceans, so that damage that occurs in coastal areas will have a direct impact on the lives of people in each region due to disruption of the distribution of logistics needs through sea transportation. One of the coastal area in Indonesia which was damaged due to the erosion process was Sedari Beach in Karawang Regency, West Java Province. The erosion process still continues every year and further threatens the existence of residential areas that are behind Sedari Beach. Erosion problems that occur at Sedari Beach need to be addressed by planning a construction of coastal protective structures that will inhibit the erosion process so that community settlement lands remain safe. <br /> <br /> The decline of the coastline due to the erosion process was analyzed by simulating the shoreline setback in the Coastal Engineering Design and Analysis System (CEDAS) program of the Generalized Model for Simulating Shoreline Change (GENESIS) module. Simulations carried out on the program are also used to choose alternative coastal protection buildings that can maintain the coastline. The coastal protective building that will be modeled in the form of Revetment, Breakwater, Groin, and the combination of these structures. Erosion was then dealt with by a combination of protective structures in the Revetment and Groin beaches. Revetments are placed on 260 m and 100 m coastlines while Groins are modeled on three locations with 36 m groin length and distance of each groin as far as 110 m. The revetment is designed with a peak elevation of +2.7 m from the LWS made from natural stone armor to fill the armor layer on the outside and the filter layer on the inside. Groins are designed with a peak elevation of +4.2 m from the LWS made from natural stone armor to fill the armor layer on the outside, the screen filter in the center, and the core layer in the core.<p align="justify"> <br />
format Final Project
author Andika Siregar - NIM 15514058, Restu
spellingShingle Andika Siregar - NIM 15514058, Restu
DESIGN OF COASTAL PROTECTIVE STRUCTURE IN SEDARI BEACH, KARAWANG REGENCY, WEST JAVA PROVINCE
author_facet Andika Siregar - NIM 15514058, Restu
author_sort Andika Siregar - NIM 15514058, Restu
title DESIGN OF COASTAL PROTECTIVE STRUCTURE IN SEDARI BEACH, KARAWANG REGENCY, WEST JAVA PROVINCE
title_short DESIGN OF COASTAL PROTECTIVE STRUCTURE IN SEDARI BEACH, KARAWANG REGENCY, WEST JAVA PROVINCE
title_full DESIGN OF COASTAL PROTECTIVE STRUCTURE IN SEDARI BEACH, KARAWANG REGENCY, WEST JAVA PROVINCE
title_fullStr DESIGN OF COASTAL PROTECTIVE STRUCTURE IN SEDARI BEACH, KARAWANG REGENCY, WEST JAVA PROVINCE
title_full_unstemmed DESIGN OF COASTAL PROTECTIVE STRUCTURE IN SEDARI BEACH, KARAWANG REGENCY, WEST JAVA PROVINCE
title_sort design of coastal protective structure in sedari beach, karawang regency, west java province
url https://digilib.itb.ac.id/gdl/view/30342
_version_ 1822923225509658624