PENGEMBANGAN SISTEM JARINGAN DISTRIBUSI AIE BERSIH DI KECAMATAN TUREN.

Abstract

The population growth and district expansion needs supplying of clean water to fullfill the
basic requirements for the citizens, even from the quantity and quality. The distribution network
system in that area using gravitation with heterogen pipe. The control to debite and pressure used
as parameter the operation of network service to the customer needs of clean water.
Existing ( 2008 ) the population was 50237 people, with the growth average on 0,2
percen each year. The needs of clean water at 23,8 lt/dt at the top of condition on the 60 percen
service level. From the analyst known that for the population at 2019 wich accounted by Geometric
methode was at 65,344 people. The clean water needs 106,4 lt/dt at the top of condition on 80
percen service level.
The plan for developing distribution network system, network simplication to minimize
of over network and to decrease the reducer cause of pipe curve at the existing network. The
network pipe at Turen area needs increasing pipe on the existing condition 255 pipes with increasing
to be 300 pipes. Node from the existing condition 251 node with increasing to be 287 node. The
result of software WaterNet simulation is the dimension of network pipe for 2019. The dimension
of distribution pipe network before developing from the resouce to the customer are 250 mm, 200
mm, 160 mm, 110 mm, 90 mm, 63 mm, and 40 mm. While the dimension of distribution pipe
network after developing are 355 mm, 315 mm, 250 mm, 200 mm, 160 mm, 110 mm, 90 mm, 63
mm, and 40 mm.

Keyword : Network pipe system, Water needs, Developing