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40. There is a pressure loss of300 kN/m2 when water is pumped through pipeline A at a rate of 2 m/s and there is a pressure l

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Pipe A Pipe. om,Darcy weisbach equation, hore h- head loss(m). fa trichien factor 8 gravitienal acc D cfiameter f pipe 2 S0 ASimittan 2 2 s, 250e 4 12. 55 0) bipe, y Pipe, A an both pipe is omecteel msei eo voil be soum avulhead los uoill Homce 2. Cr2. 2L 2. 2 2. 12s 81) pe A Corry dicchvde tp: О.eag-k 0.819 Head loss im barellel will be 7

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