CD Skripsi
Analisis Kehilangan Energi Pada Pipa Transmisi Spam Kecamatan Mempura
Clean water obtained by the community District Mempura is still minimal. This is of course caused by many factors such as reservoir and flow in pipes. The water flow in this pipe which will be the author's review is the loss of energy in the flow of raw water transmission pipeline Water Supply System (WSS) District Mempura using EPANET 2.0 software with 3 (three) alternative transmission pipes each diameter 6 inch, 8 inch and 10 inch. Projection of population of District Mempura using Geometric method until 2035 is 27.262 soul and requirement of clean water equal to 37 liter / second. From 3 (alternative), 10 inch pipe transmission line is used with flow rate 0,79 m / s, head at node A1 equal to 16,13 meter, pressure value 4,25 meter and headloss 2,31 / 1000 meter.
Keywords : Headloss, transmission pipes, WSS, clean water, EPANET 2.0
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