ANALISIS PENAMBAHAN PIPA DISTRIBUSI AIR BERSIH PADA JEMBATAN DIATAS SUNGAI BATEE ILIEK SAMALANGA BIREUEN
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In 2018 in order to service coverage krueng peusangan PDAM clean water district bireuen cost in the branches in samalanga there are no optimal of the population lives in samalanga 31.203 /, 6442 households as well as problems passing on the existing bridge a river bate ilieik long 37.5 m. until the leak happened corrosionIn meet the water needs review on a crossing a river by taking into account the analysis lose water (loss head), dimensions pipe the discharge, the pressure pipe in the flow in a pipe and also the pipe. Structure From the analysis of this research are dimensions: diameter pipe taken was, 200 mm discharge flow on 4500 families is 35.94 ltr / seconds. The total loss energy secondary head on pipelines is 44.04 m meanwhile lost energy and water loss energy ( head ) Secondary losses and minor losses dijembatan is: 0.48 meters or 1.09 % and also rest pressure swept obtained 1.48 bar still satisfying the minimum requirements pipe distribution sni 7509: 2011 is 1 bar so system technically capable of distributes water in, gravity for the addition of a pipe at river bridge analysis structure able to the addition of a pipe
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