Evaluasi Kapasitas Pompa Pada Rumah Pompa Rw 01 Semanan
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
Dzulfikar, Muhammad Ravid
Wicaksono, Budi
Wicaksono, Budi
Subject
Teknik Sipil
Datestamp
2022-10-05 06:48:44
Abstract :
The Cengkareng area is one of the areas prone to inundation or flooding in West Jakarta, because in a densely populated area it flows twice as big as the Jakarta flood controller namely the Mookervart River and the Cengkareng River. For the sake of overcoming the problem of flooding at the Semanan RW 01 pump house located in the Cengkareng area, an evaluation is needed on the pump house and drainage channel to control flood discharge. Evaluation is done by comparing the Inflow Volume with the outflow hydrograph that occurs in the PHB RW 01 Semanan channel after the pump is started. By using the rational method, the maximum daily rainfall with a return period of 5 years is 8,736257797 m3 / s. The result of the hydraulic calculation for the PHB RW 01 Semanan channel is the fullbank capacity of the channel, which is 7,26 m3/s m3 / s. An alternative solution that can be done is to change the pump capacity at RW 01 Semanan Pump House with 2 pumps with 2.5 m3 / s capacity and 1 pump with 1 m3 / s capacity
The Cengkareng area is one of the areas prone to inundation or flooding in West Jakarta, because in a densely populated area it flows twice as big as the Jakarta flood controller namely the Mookervart River and the Cengkareng River. For the sake of overcoming the problem of flooding at the Semanan RW 01 pump house located in the Cengkareng area, an evaluation is needed on the pump house and drainage channel to control flood discharge. Evaluation is done by comparing the Inflow Volume with the outflow hydrograph that occurs in the PHB RW 01 Semanan channel after the pump is started. By using the rational method, the maximum daily rainfall with a return period of 5 years is 8,736257797 m3 / s. The result of the hydraulic calculation for the PHB RW 01 Semanan channel is the fullbank capacity of the channel, which is 7,26 m3/s m3 / s. An alternative solution that can be done is to change the pump capacity at RW 01 Semanan Pump House with 2 pumps with 2.5 m3 / s capacity and 1 pump with 1 m3 / s capacity
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