ANALYSIS OF EXISTING WATER DISTRIBUTION NETWORK OF  ASSOSA TOWN USING WATERGEMES

dc.contributor.author	NETSANET DEGU
dc.date.accessioned	2021-06-08T07:55:52Z
dc.date.available	2021-06-08T07:55:52Z
dc.date.issued	2021-02
dc.identifier.uri	http://hdl.handle.net/123456789/1711
dc.description.abstract	Analysis, Hydraulic performance, Water demand, Water distribution system, Non-revenue water, and water lR decreases from 38 (23.17%) before optimization to 17 (10.37 %) after optimization during minimum flow hours. This study concluded that the existing water distribution network in the study area was not adequate to satisfy the required water demand. The existing system can significantly reduce the demand problem by modifying the existing system like changing old pipes and by optimizing under and oversized pipes. By modifying the existing water supply system and engagement of skilled workers in the enterprise will make the system more acceptable and increase its performance. Keywords: Analysis, Hydraulic performance, Water demand, Water distribution systosses	en_US
dc.language.iso	en	en_US
dc.subject	Analysis, Hydraulic performance, Water demand, Water distribution system, Non-revenue water, and water losses	en_US
dc.title	ANALYSIS OF EXISTING WATER DISTRIBUTION NETWORK OF ASSOSA TOWN USING WATERGEMES	en_US
dc.type	Thesis	en_US