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1 1 — F Fe I 1 is,+; 5 fe <br /> Miscellaneous Data Sheet <br /> 47 Rana Pump <br /> The following Is a compilation of data which may be useful when Interpreting the results of Sampies <br /> obtained with the 1,7" Nand Pump. <br /> Actual Size- <br /> IV <br /> izeIV Schedule 80 PVC(actuating pipe) — O.D. -- i,050" <br /> I.D. — .742" <br /> 1+/4"Schedule 4p PVC(extension pipe) — O.D. — 1.660" <br /> I.D. — 1.380" <br /> 11/4"Schedule 80 PVC(pump cylinder) — O.D. — 1.660" <br /> 1,0. — 1,278" <br /> Weight — pounds per foot: <br /> 3/4"Schedu!c 80 PVC(actuating pipe) — 0.278 <br /> 11id" Schedule 40 PVC(extension plpc) — 0.434 <br /> As a Rem nder. <br /> 8.34 pounds = 1 US gallon <br /> 231 cubic inches - 1 US gallon <br /> 2.31 feet of head 1 psi <br /> Horsepower = gpm x psi + 1714 <br /> a r-"ir:us volume(area between outside of actuating pipe and inside <br /> of ex::)nsion pipe) = 7.56 cubic inches per foot <br /> 7,56 cubic inches = 0,03 gallons per foot <br /> Upstroke displacement(assuming a 10"stroke) = 0.018 gallons <br /> Dovrnstroke displacement(assuming a 10"stroke) = 0.037 gallons <br /> Total displacerrnEnt per 10" stroke — 0.055 gallons <br /> Total displacement in 60 strokes — 3.30 galions <br /> Weight of water displaced by the actuating rod — 0.375 pounds per foot <br /> NOTE:To reduce lnitial actuating force,water can be added to the annulus to create an Immediate buoyancy effect. <br /> The theory behind the development of the 1.7" Hand Pump is <br /> Archimedes Principle: A body is buoyed up by a force equal to the weight of fluid displaced, <br /> _ _ _ �DRAMARD H1tMAin ___ .__ <br /> WR 0, Box 487, 2058 Kilman Drive, Tu; ker, GA 30085, (404) 938.8112t 1.800,241.9489 l LY <br /> r <br />