TY - JOUR
T1 - Planning of the Main Distribution Network of the Prambon Subdistrict Region in 2032
AU - Nugroho, G. N.F.
AU - Purnomo, A.
AU - Firdaus, S.
AU - Marsono, B. D.
AU - Sumarsono, R.
N1 - Publisher Copyright:
© Published under licence by IOP Publishing Ltd.
PY - 2020/6/10
Y1 - 2020/6/10
N2 - PDAM Sidoarjo targets to serve the western part of Sidoarjo Regency, which includes the Prambon Subdistrict, Tarik Subdistrict, Krembung Subdistrict, Tulangan Subdistrict and Balongbendo Subdistrict. The water requirements of 5 Subdistricts in 2023 were calculated, and the average water requirement would be 771 L/s, while at peak hour the water requirement would be 1,157 L / sec. The distribution system in the Prambon subdistrict is planned to use a loop system, having 3 large loops following the condition of the population distribution, also looping system because Prambon subdistrict is the initial area to drain water to other Subdistricts. The distribution system in Prambon Subdistrict is divided into 25 Blocks, so there are 25 primary to secondary tapping pipes. From the results of analysis, the main distribution network pipe diameter is 300 mm to 850 mm. The pressure reaches a peak of 41 m to 81 m and the velocity is 0.33 m/s to 2.04 m/s.
AB - PDAM Sidoarjo targets to serve the western part of Sidoarjo Regency, which includes the Prambon Subdistrict, Tarik Subdistrict, Krembung Subdistrict, Tulangan Subdistrict and Balongbendo Subdistrict. The water requirements of 5 Subdistricts in 2023 were calculated, and the average water requirement would be 771 L/s, while at peak hour the water requirement would be 1,157 L / sec. The distribution system in the Prambon subdistrict is planned to use a loop system, having 3 large loops following the condition of the population distribution, also looping system because Prambon subdistrict is the initial area to drain water to other Subdistricts. The distribution system in Prambon Subdistrict is divided into 25 Blocks, so there are 25 primary to secondary tapping pipes. From the results of analysis, the main distribution network pipe diameter is 300 mm to 850 mm. The pressure reaches a peak of 41 m to 81 m and the velocity is 0.33 m/s to 2.04 m/s.
UR - http://www.scopus.com/inward/record.url?scp=85087651197&partnerID=8YFLogxK
U2 - 10.1088/1755-1315/506/1/012019
DO - 10.1088/1755-1315/506/1/012019
M3 - Conference article
AN - SCOPUS:85087651197
SN - 1755-1307
VL - 506
JO - IOP Conference Series: Earth and Environmental Science
JF - IOP Conference Series: Earth and Environmental Science
IS - 1
M1 - 012019
T2 - Joint International Conference on Civil, Environmental, and Geo Engineering 2019, JIC-CEGE 2019
Y2 - 1 October 2019 through 2 October 2019
ER -