A liquid of density ρ and bulk modulus K flows with a  mean velocity V in a long rigid pipe of diameter D. A sudden closure of a valve at the downstream end of the pipe will produce a maximum water hammer head of

1
\(\frac{{V\sqrt \rho }}{{g\sqrt K }}\)
2
\(\frac{{V\sqrt g }}{{\rho \sqrt K }}\)
3
\(\frac{{V\sqrt K }}{{g\sqrt \rho}}\)
4
\(\frac{{V\;\rho }}{{\sqrt {gK} }}\)

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