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m � <br /> Hydrosplifter Ori <br /> fice Calculation - 10 Line <br /> W.r,00 m� <br /> Company. Incorporalod <br /> Ph J Fac <br /> Projet;t Name; Stockton Golf&Country Club 81°"MOW AVZ M <br /> From: Bill Hensley SUMMM. °RW= <br /> 97174 <br /> General: <br /> Or <br /> enoo Hydrnsplitters are used when dosin s <br /> of len S wed effluent by pump or siphon to achieve proper distributionof flow too each lateral,regardless iSIM 459 J1:9 " ► <br /> gtfi in gravity drainfieJds. Unlike distribution boxes,settling does not effect a Hydrosplitters'ability in <br /> Machieve equal distribution of flows. ctoo y s,a-soca <br /> X <br /> F Example: <br /> cnConsider a dra" field wth 3 laterals which are 50',50',and i00'respectfully,the Hydroaplitter would distribute 25%of the flow to each of the <br /> 05()'IateWs <br /> and 50%of the flow to the 100'Inng lateral, <br /> Design Requirement: <br /> Flow rate per orifice a 2 gprn. <br /> Residual Pressure Z 2 feet. <br /> Inputs: <br /> Pump or Siphon Model#; <br /> m 75%of expected actual flow rate: 2g <br /> gpm {deteruvned from system curve} <br /> Residual Pressure(Feet): 5 feu <br /> � {2'minimum) <br /> v <br /> Ln Calculation: <br /> c Length IfQ 40.0 ,41! <br /> 40,0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 400.0 <br /> Ln %of flaw 10.0% 10.0% 10.0% 10.0% 10.0% 10.0% 10.0% 10.0% 10.09610.0% 100.00% <br /> GPM 2.50 2.50 2.50 260 2.50 2.50 2.50 <br /> 2.50 2,50 2.50 25.00 <br /> m Drifice5iza*{inl 0.301 0.301 0.301 0.342 <br /> m 0.301 0.301 0.301 0.301 <br /> N� 0.301 0.301 <br /> *Minimum recommended orifice size for sc encd septic tank effluent is 0.125" <br /> LD Mwti•x&r-xro.f <br /> 62r,1.0 am <br />