Project description:

Conduct analysis of hydrology and hydraulics generated annual discharge occurred 10 of 0.5 m3 / s, the need for flood control pond area of 1000 m2 depth of 1.5 meters and requires four pumps each pump capacity of 0.16 m3 / sec, planning infiltration wells as much as 4 locations, planning of drainage network system along the 1.5 km by pipeline, building flood pendendali pond construction using masonry times.