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Point 1 on the pipe has a pressure of 260 kpa and 3.4 m below point 1 is point 2 with a pressure of 300 kpa. Compute the head loss between points 1 and 2. 4.29 m B. 2.59 m C. 6.32 m *D. 1.87 m SOLUTION: hL hL = Water flowing at the rate of 10 m/s from an

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1/2 Es n1 D where: Vw = pressure wave velocity, m/s (ft/s) Es = fluid''s bulk modulus of elasticity, MPa (psi) D = fluid density, kg/m3 (slugs/ft3) n1 = conversion factor, 10-6 MPa/Pa for SI units (1 ft2/144 in2 for IP units) Because of the potential expansion of an

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