ANALISIS PIPA PESAT PADA PENDISTRIBUSIAN AIR BAKU
DARI SUNGAI CIDANAU MENUJU WATER TREATMENT PLANT
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
RAHMAN, ANGGORO
Hidayat, Acep
Hidayat, Acep
Subject
Teknik Sipil
Datestamp
2019-09-09 06:31:26
Abstract :
Water is a main necessary for human beings especially human. In Indonesia water are needed for house hold, mineralwater and industry. To Be sufficient necessary of clean water, society take advantage from ground water and some of them from PDAM distributed by the pipe. The purpose of this analysis is to fine out fause factors lowering capacity when distribution. The potential will be thorough is condition Existing pipe. From result analysis obtained many angles in pipe curve along 28 Km, obtained 15? angle have 75 curves, 22,5? angle have 23 curves, 30? angle have 8 curves, 45? angle have 8 curves, 90? angle have 3 curves and obtainced the higher total Head from total (Headloss Mayor) and (Headloss Minor) by additional amount with elevation it get total higher is 54.337 m. Contion pipe still in standart safety with pipe currenting by rate of flow is 9000 m³/hours with velocity 900 Rpm lost of energy maximum or Head within unit (Bar) higher is 5,7 Bar and its includ safety with standar maximum 20,7 Bar or 300 psi base on SNI 03-1745-2000 Pasal 4.2.2. .
Water is a main necessary for human beings especially human. In Indonesia water are needed for house hold, mineralwater and industry. To Be sufficient necessary of clean water, society take advantage from ground water and some of them from PDAM distributed by the pipe. The purpose of this analysis is to fine out fause factors lowering capacity when distribution. The potential will be thorough is condition Existing pipe. From result analysis obtained many angles in pipe curve along 28 Km, obtained 15? angle have 75 curves, 22,5? angle have 23 curves, 30? angle have 8 curves, 45? angle have 8 curves, 90? angle have 3 curves and obtainced the higher total Head from total (Headloss Mayor) and (Headloss Minor) by additional amount with elevation it get total higher is 54.337 m. Contion pipe still in standart safety with pipe currenting by rate of flow is 9000 m³/hours with velocity 900 Rpm lost of energy maximum or Head within unit (Bar) higher is 5,7 Bar and its includ safety with standar maximum 20,7 Bar or 300 psi base on SNI 03-1745-2000 Pasal 4.2.2. .
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