Analisa Drainase Sumur Resapan Pada Kampus UNLAM Banjarbaru

Chairil Fachrurazie (PS Teknik Sipil Universitas Lambung Mangkurat)
Yulian Firmana Arifin (PS Teknik Sipil Universitas Lambung Mangkurat)
Dewi Sri Susanti (PS Mipa Matematika Universitas Lambung Mangkurat)

Info-Teknik
Vol 3, No 1 (2002): INFOTEKNIK VOL. 3 NO. 1 2002

One of the enviromental drainage that consider water conservation aspect isdrainage by infiltration rehargr system.  Banjarbaru has a high coeffiesient permeability soil and gate on laboratory measurement of soil mechanic, for study area gaied k = 1,23.10 cm/sec dan k = 1,62.10 cm/sec, f = 0,046 m/hr, f = 0,054 m/hr dan f = 0,113 m/hr and ground water level from -7 to -8 meters.  According to rainfall intencity measurement, the rainfall intencity is 71,65 m/hr for 5 year return priode with Q = 0,068 A m3/det.  Result for infiltration recharge system the dimension is get for H = depth of well, R = radius of well, n = number of wells is drawing in graph.