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Sheet1WATER HAMMER PRESSURE CALCULATORDia 2000Dia 900Dia 750V =21.6Ft/sec1.26Ft/sec1.26Ft/secL =410Ft410Ft410Ftt =1.5Sec1.5Sec1.5SecP1 =116.8psi116.8psi116.8psiID, Inside dia of pipe196.8cm87.6cm73cmP =530.08psi36.6Bar140.908psi9.7Bar140.908psi9.7BarForce developed by Water Hammer effectA =30403.2Sq.cm32.72sq.ft6023.9Sq.cm1.26sq.ft4183.3Sq.cm1.26sq.ftF =1111459N58539N40652NDia 600There fore,1.26Ft/secQ = A.VV = Q/A8410Ft20 CuM / 32.72 SQ. FT6.331.5Secv =21.6Ft/sec1.2638230648116.8psi56.6cm140.908psi9.7Bar2514.8Sq.cm1.26sq.ft24438N

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