HEAD.CALC [  SEQ formatted GEOS file V1.0KComm. Compat.e` ZևYA PaintView1.2 X6BLASTER'S CONVERTER V2.5Z70SHEAD.CALCABIND.CALCUQ!AgeoCalc Img V1.0geoCalc V1.0geoCalc Img HThe HeadLoss problem in "Computing the Sciences" SHARP pp. 130-132HЭ//LHLHVl+7@b% Cp]%M5{y"+p5}ARaINPUT : Gallons/min @C Pipe In.Diam. inches I.D. g/p/min  A TO COMPUTE: GPM from FPS Ft/secINPUT FPS  0AGal/Min =GCH$A A ============== ============== ============== ==============Type ofpipe :INPUT-> Steel=100 Brass/Copp=130 Concrete=100 PVC/Poly=140 C ============== ============== ============== ============== ============== ============== ============== *** Spreadsheet work area ***!Hpp3> @C PAPAPeHAC (pipe factor 'F')INPUT->INPUT-> # 45-deg bends @A # 90-deg bends  AY6h(DuSBAPAA AgPhBuSB3@BPATE8hC ==============ITRv6DRESULTS: Head RequdU$9B in feet *** Computes Minimum Head Required for water to flow thru pipe systemInfo: A20************W "9,Fm "9,Fm2bINPUT-> # valves @AINPUT->LENGTH, Ft C *** (Information : inputs required : (a) gallons/minute flow (or GPM computed from Feet/Second) (b) Total length in feet of pipe including bends (c) Inside diameter of pipe in inches (d) Type of pipe as a numerical (choose 1) (e) The number of each kind of bend or valve) *** The sample info is in and gives correct answerRESULTS:U$9B Head Requd in feet~XII8888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888 /??