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1. PUMP CAPACITY <br />Selection required <br />1. If pumping to gravity enter the gallon per minute of the pump: GPM (10 - 45 gpm) <br />GPM <br />3. Enter pump description: <br />A.ft <br />B.ft <br />C. <br />D.in <br />ft <br />E. <br />Friction Loss = <br />F. <br />ft X 1.25 = ft <br />G. <br />ft per 100ft X ft ÷ 100 = ft <br />H. <br />ft + ft + ft + ft = ft <br />GPM (Line 1 or Line 2) with at least feet of total head. <br />Project ID: <br />OSTP Basic Pump Selection Design <br />Worksheet <br />Pumping to Gravity or Pressure Distribution: <br />29.0 <br />ft (due to special equipment, etc.) <br />Time Dosing Soil Treatment <br />1. Supply Pipe Diameter: <br />2. Supply Pipe Length: <br />Elevation Difference 12 <br />2. If pumping to a pressurized distribution system: <br />2. HEAD REQUIREMENTS <br />2.23 <br /> <br />2.0 <br />40 <br />between pump and point of discharge: <br />Distribution Head Loss: 5 <br />Additional Head Loss: <br />50.0 1.1 <br />Friction Loss in Plastic Pipe per 100ft from Table I: <br />2.23 ft per 100ft of pipe <br />40 50.0 <br />Calculate Supply Friction Loss by multiplying Friction Loss Per 100ft (Line E) by the Equivalent Pipe Length (Line F) and divide by 100. <br />Supply Friction Loss = <br />Total Head requirement is the sum of the Elevation Difference (Line A), the Distribution Head Loss (Line B), Additional Head Loss (Line C), and <br />the Supply Friction Loss (Line G ) <br />12.0 5.0 18.11.1 <br />3. PUMP SELECTION <br />A pump must be selected to deliver at least 29.0 18.1 <br />Comments: <br />Determine Equivalent Pipe Length from pump discharge to soil dispersal area discharge <br />point. Estimate by adding 25% to supply pipe length for fitting loss. Supply Pipe <br />Length (D.2) X 1.25 = Equivalent Pipe Length <br />Gravity Pressure