Skip to main content

Verify jump downstream of sluice gate

Short answer

a) Jet depth 0.4 m, Fr=5.05; jump required. Sequent 2.66 m > tailwater 2.5 m, so jump forms just downstream. b) With tailwater 3 m > 2.66 m, submerged jump covers gate; upstream depth rises from 5.47 m to ~6.5 m.

A vertical sluice gate with an opening 0.67 m produces a downstream jet depth of 0.4 m when installed in a long rectangular channel 5 m wide conveying a steady discharge of 20 m³/s. Assuming that the flow downstream of the gate eventually returns to the uniform flow depth of 2.5 m, a) Verify that a hydraulic jump occurs. Assume α=β=1\alpha = \beta = 1. b) If the downstream depth is increased to 3 m, analyze the flow conditions at the gate.

Given: b=5b = 5 m, Q=20 m3/sQ = 20\ \text{m}^3/\text{s} (q=4 m2/sq = 4\ \text{m}^2/\text{s}), gate opening a=0.67a = 0.67 m, jet depth y2=0.4y_2 = 0.4 m (so Cc=0.4/0.67=0.597C_c = 0.4/0.67 = 0.597), downstream uniform depth yt=2.5y_t = 2.5 m, α=β=1\alpha = \beta = 1.

Upstream depth (free flow). Energy equation across the gate:

V2=40.4=10 m/s,E=0.4+1022g=5.497 mV_2 = \frac{4}{0.4} = 10\ \text{m/s},\quad E = 0.4 + \frac{10^2}{2g} = 5.497\ \text{m} y1+(4/y1)22g=5.497  ⇒  y1=5.47 my_1 + \frac{(4/y_1)^2}{2g} = 5.497 \;\Rightarrow\; y_1 = 5.47\ \text{m}

a) Does a jump occur?

The jet leaving the gate is supercritical:

Fr2=109.81×0.4=5.05Fr_2 = \frac{10}{\sqrt{9.81 \times 0.4}} = 5.05

The downstream uniform flow (yt=2.5y_t = 2.5 m, V=1.6V = 1.6 m/s) is subcritical (Fr=0.32Fr = 0.32). Flow must change from supercritical to subcritical, which is possible only through a hydraulic jump, so a jump occurs.

Its position depends on the sequent depth of the jet:

y2′=0.42(1+8(5.05)2−1)=2.66 my_2' = \frac{0.4}{2}\left(\sqrt{1 + 8(5.05)^2} - 1\right) = 2.66\ \text{m}

Since the tailwater 2.5 m<2.662.5\ \text{m} < 2.66 m, the tailwater is slightly too low, so the jump does not form at the vena contracta. It is swept a short distance downstream of the gate. The supercritical depth increases gradually (M3 type) until its sequent depth equals 2.5 m, and the jump then forms. The jet at the gate remains a free jet at 0.4 m, and the discharge equation for free flow applies.

b) Downstream depth increased to 3 m

Now yt=3 m>y2′=2.66y_t = 3\ \text{m} > y_2' = 2.66 m. The tailwater is too high, so the jump moves upstream, reaches the gate, and becomes a submerged (drowned) jump that covers the jet. The percent submergence is

3−2.662.66=12.7%\frac{3 - 2.66}{2.66} = 12.7\%

The gate is therefore submerged: the flow at the gate is no longer free, and the upstream depth rises. An approximate analysis keeps the jet velocity of 10 m/s and finds the effective pressure depth yxy_x at the jet section from the momentum equation to the downstream section (yt=3y_t = 3 m, Vt=1.333V_t = 1.333 m/s):

γbyx22=γbyt22+ρQ(Vt−V2)=220 725−173 333=47 392 N\frac{\gamma b y_x^2}{2} = \frac{\gamma b y_t^2}{2} + \rho Q(V_t - V_2) = 220\,725 - 173\,333 = 47\,392\ \text{N} yx=1.39 my_x = 1.39\ \text{m}

Energy from upstream to the jet section (with the pressure depth yxy_x):

y1′+(4/y1′)22g=1.39+5.097=6.49 m  ⇒  y1′=6.47 my_1' + \frac{(4/y_1')^2}{2g} = 1.39 + 5.097 = 6.49\ \text{m} \;\Rightarrow\; y_1' = 6.47\ \text{m}

Answer: (a) A jump occurs since Fr2=5.05Fr_2 = 5.05 and the downstream flow is subcritical; because 2.5 m < 2.66 m it forms just downstream of the gate. (b) With 3 m tailwater the jump is submerged against the gate, and the upstream depth rises from about 5.47 m to about 6.5 m (approximate analysis).

✓ Answer checked by Claude Opus 5.5 (high effort)

All Hydraulics chapter 9 questions →