Skip to main content

Water hammer in 250 m penstock

Short answer

Pressure rise calculated by Joukowsky equation Δp = ρcV = 3.625 MPa (369.5 m head). Period of oscillation T = 4L/c = 0.69 s for L=250 m, c=1450 m/s.

Water flows through a 250 m long penstock pipe at a velocity of 2.5 m/s. If the pipe is suddenly closed, determine the pressure rise due to water hammer and the period of oscillation of the pressure wave, assuming a wave speed of 1,450 m/s.

Sudden closure means the valve closes in less than 2L/c2L/c, so the full Joukowsky pressure rise occurs.

Pressure rise

Δp=ρcV=1000×1450×2.5=3.625×106 N/m2=3.625 MPaΔH=cVg=1450×2.59.81=369.5 m of water\begin{aligned} \Delta p &= \rho c V = 1000 \times 1450 \times 2.5 = 3.625 \times 10^6\ \text{N/m}^2 = 3.625\ \text{MPa} \\ \Delta H &= \frac{cV}{g} = \frac{1450 \times 2.5}{9.81} = 369.5\ \text{m of water} \end{aligned}

Period of oscillation

The pressure wave travels to the reservoir and back twice in one full cycle (high pressure phase + low pressure phase):

T=4Lc=4×2501450=0.690 s\begin{aligned} T &= \frac{4L}{c} = \frac{4 \times 250}{1450} = 0.690\ \text{s} \end{aligned}

(The time for one round trip, 2L/c=0.3452L/c = 0.345 s, is the critical closure time.)

Answer: Pressure rise = 3.625 MN/m² (≈ 369.5 m head); period of oscillation = 0.69 s.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Hydro Power chapter 1 questions →