ANALISIS DEBIT AIR DAN RUGI BELOKAN PADA PIPA TEE

Abstract

Water will flow from high place to place that is low by benefiting difference highly press or transmitted by using pompa from lower place to higher place. However frequent we see pipe installation branch that less orderly and not observe effect which arose due to bifurcation. Apart from that, pipe dimensional application, orifice, and other obstacle in pipe yet to be observed in pipe installation branch. Started from the problem, writer examine about pipe comparison 1 inch 7, 1 inch and inch % with tee installation variation as pipe usage alternative branch in order to to know water debit in respective tee pipe and know his turn loss. Method in this scrutiny cover preparation, framework manufacturing, installation installation pipe, debit measurement implementation, analysis of data, reportage, and publication. Resulted from this scrutiny in pipe 1 inch obtained by Qright = 0,00222 s / m3, Qabove = 0,00218 s / m3, Qunder = 0,00228 s / m3. In pipe 1 inch obtained by Qright = 0,00219 s / m3, Qabove = 0,00210 s / m3, Qunder = 0,00226 s / m3. In inch % pipe obtained by Qright = 0,00189 s / m3, Qabove = 0,00163 s / m3, Qunder = 0,00219 s / m3. To turn loss lost value in pipe 1 inch obtained by hbright = 0,0116, hb above = 0,022, hbunder = 0,00217. In pipe 1 inch obtained by hbright = 0,00525, hbabove = 0,01997, hbunder = 0,001799. In inch 3/4 pipe obtained by hbright= 0,004459, hbabove=0,0093,hbunder=0,001645.