EFISIENSI RUMAH POMPA WIJAYA KUSUMA TERHADAP KAPASITAS SISTEM DRAINASE KELURAHAN WIJAYA KUSUMA
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
Akbar, Dimas Taufik
Lestari, Endah
Lestari, Endah
Subject
Teknik Sipil
Datestamp
2022-09-20 07:10:10
Abstract :
Wijaya Kusuma Village area is one of thedensely populated fathers in west Jakarta, in the area flows 2 major rivers jakarta flood control namely Kali Angke and Kali Sekretaris. As a flood controller in Wijaya Kusuma Village there are 2 pump houses, namely Wijaya Kusuma house and Wijaya Kusuma pump house (ALBAR). To see the capacity of the flood control pump house to the channel capacity, efficiency is made in the pump house and drainage channel in order to obtain the appropriate pump discharge. Efficiency is done by comparing the existing discharge of the pump with the capacity of the channel bin. Using rational method obtained maximum daily rainfall with a period of 10 years reset is 136.5249 m3 /sec. The result of the calculation of hidraulika channel PHB Wijaya Kusuma obtained fullbank capacity which channel is 38.4758 m3/s and fullbank capacity of BNI PHB channel 1.5161 m3/s. Alternative solutions that can be done are by changing the pump capacity at Wijaya Kusuma Pump House with 1 pump capacity of 0.75 m3/s and Wijaya Kusuma Pump House with 1 pump capacity of 0.06 m3/sec
Wijaya Kusuma Village area is one of thedensely populated fathers in west Jakarta, in the area flows 2 major rivers jakarta flood control namely Kali Angke and Kali Sekretaris. As a flood controller in Wijaya Kusuma Village there are 2 pump houses, namely Wijaya Kusuma house and Wijaya Kusuma pump house (ALBAR). To see the capacity of the flood control pump house to the channel capacity, efficiency is made in the pump house and drainage channel in order to obtain the appropriate pump discharge. Efficiency is done by comparing the existing discharge of the pump with the capacity of the channel bin. Using rational method obtained maximum daily rainfall with a period of 10 years reset is 136.5249 m3 /sec. The result of the calculation of hidraulika channel PHB Wijaya Kusuma obtained fullbank capacity which channel is 38.4758 m3/s and fullbank capacity of BNI PHB channel 1.5161 m3/s. Alternative solutions that can be done are by changing the pump capacity at Wijaya Kusuma Pump House with 1 pump capacity of 0.75 m3/s and Wijaya Kusuma Pump House with 1 pump capacity of 0.06 m3/sec
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