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Sluice Gate Flow Measurement

Reference data and engineering information about sluice gate flow measurement for fluid mechanics applications.

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Overview

Engineering reference data for Sluice Gate Flow Measurement in fluid mechanics.

Key Formulas

Reynolds Number

Re=ρvDμRe = \frac{\rho v D}{\mu}

Ratio of inertial to viscous forces — determines flow regime.

Bernoulli's Equation

P+12ρv2+ρgh=constP + \frac{1}{2}\rho v^2 + \rho g h = \text{const}

Conservation of energy for steady, inviscid, incompressible flow.

Continuity Equation

A1v1=A2v2A_1 v_1 = A_2 v_2

Conservation of mass for incompressible flow.

Darcy-Weisbach

ΔP=fLDρv22\Delta P = f \frac{L}{D} \frac{\rho v^2}{2}

Pressure drop due to friction in a pipe.

Variables

SymbolDescriptionUnit
ReReReynolds number
ρ\rhoFluid densitykg/m³
vvFlow velocitym/s
DDCharacteristic dimensionm
μ\muDynamic viscosityPa·s
PPPressurePa
ffDarcy friction factor

Example Calculation

Problem: Water flows under a sluice gate with an opening height (h0h_0) of 0.4 m. The width of the sluice (bb) is 3 m and the upstream water depth (h1h_1) is 10 m. Calculate the flow rate (qq).

Solution: Given the depth ratio h0/h1=0.4/10=0.04<0.2h_0/h_1 = 0.4/10 = 0.04 < 0.2, the standard discharge coefficient for free flow can be applied: Cd0.61C_d \approx 0.61.

Using the modified ideal equation (7): q=Cdh0b2gh1q = C_d \cdot h_0 \cdot b \cdot \sqrt{2 g h_1} q=0.61×0.4 m×3 m×2×9.81 m/s2×10 mq = 0.61 \times 0.4\ \text{m} \times 3\ \text{m} \times \sqrt{2 \times 9.81\ \text{m/s}^2 \times 10\ \text{m}} q=0.61×0.4×3×196.2 m3/sq = 0.61 \times 0.4 \times 3 \times \sqrt{196.2}\ \text{m}^3\text{/s} q0.732×14.007 m3/sq \approx 0.732 \times 14.007\ \text{m}^3\text{/s} q10.25 m3/sq \approx 10.25\ \text{m}^3\text{/s}

Discharge Coefficient (CdC_d)

The discharge coefficient accounts for real-world deviations from the ideal theoretical flow. It depends on several factors:

  • Upstream and downstream water depths (h1h_1 and h2h_2)
  • Gate opening height (h0h_0)
  • Contraction of the flow vena contracta
  • Flow condition (free flow vs. submerged flow)

For free flow conditions where the downstream water level does not affect the gate's discharge and the depth ratio h0/h1<0.2h_0/h_1 < 0.2, a typical value is Cd0.61C_d \approx 0.61.

Relevant Specification

The most commonly used standard for sluice gates in water and wastewater applications is *ANSI/AWWA C560-00. This specification provides guidance for the selection of gates, operating equipment, and associated hardware.

References