Indonesia Conference Directory

This research was to analyze the domestic and smallholder farm water demand in Village Kajhu Baitussalam Sub-district, Aceh Besar District. The parameters observed in domestic water demand were discharge, speed, pressure, pressure loss and water demand while on the smallholder agriculture, the parameters observed were daily average discharge on irrigation channel. Pipeline network information obtained from PDAM Tirta Mountala. The data obtained are water supply, water demand, flow, velocity, pipe diameter, pipe length, pipe type and pipe elevation. Pipeline network analysis used EPANET 2.0 software. The results of the EPANET 2.0 analysis were interpreted in the form of pipeline network maps. The maps shows the water flow received by pipelines, pressure, pressure loss and velocity. Based on research, water needs for smallholder farm has been sufficient. Water required for smallholder farm is 658 m3 a day while average debit through irrigation channel is 135.648 m3 a day. Domestic water requirement of 0,499 l per sec while the average discharge based on the simulation result is 0,422 l per sec. Water Distribution to the research location is still not functioning optimally because there are several criteria of pipeline network that has not been fulfilled such as the water debit in the channel is not sufficient, there is a pipe with speed less than 0.6 m / s, node with pressure less than 25 mH2O, pipe length, pipe diameters and the distribution is still uneven.