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Analisa Sheetpile Pada Saluran PHB Inlet Rumah Pompa Taman Ratu
Author(s) -
M. Imamuddin
Publication year - 2019
Publication title -
indonesian journal of construction engineering and sustainable development
Language(s) - English
Resource type - Journals
ISSN - 2621-4164
DOI - 10.25105/cesd.v2i1.6018
Subject(s) - landslide , hydrology (agriculture) , engineering , geotechnical engineering
Rumah Pompa Taman Ratu is located in Hilir Perumahan Taman Ratu Kota, West Jakarta Administration.  In 2006 the construction of a pumping house was carried out to cope with flooding / inundation in the area  downstream of the Taman Ratu connecting channel (PHB) with a capacity of 500 liters / second. The west  and east sides of PHB Taman Ratu are inspection roads currently used by the community to access and exit  the Taman Ratu Housing. The construction of the pump house does not have a flood gate due to limited land,  so the pump must work every day to lower the water level at PHB Taman Ratu. Due to frequent rise and fall  in elevation at Taman Ratu PHB, the PHB walls made of stone cause damage to several segments that can  cause landslides. By doing soiltest using bore log and soiltest results analyzed using software, the PHB  channel pouring is generated using Sheetpile type W400 A 1000 with a depth of 15 meters to resist  landslides on the PHB Taman Ratu inspection road.

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