Sluice Gate Flow Measurement
Reference data and engineering information about sluice gate flow measurement for fluid mechanics applications.
Overview
Engineering reference data for Sluice Gate Flow Measurement in fluid mechanics.
Key Formulas
Reynolds Number
Ratio of inertial to viscous forces — determines flow regime.
Bernoulli's Equation
Conservation of energy for steady, inviscid, incompressible flow.
Continuity Equation
Conservation of mass for incompressible flow.
Darcy-Weisbach
Pressure drop due to friction in a pipe.
Variables
| Symbol | Description | Unit |
|---|---|---|
| Reynolds number | — | |
| Fluid density | kg/m³ | |
| Flow velocity | m/s | |
| Characteristic dimension | m | |
| Dynamic viscosity | Pa·s | |
| Pressure | Pa | |
| Darcy friction factor | — |
Example Calculation
Problem: Water flows under a sluice gate with an opening height () of 0.4 m. The width of the sluice () is 3 m and the upstream water depth () is 10 m. Calculate the flow rate ().
Solution: Given the depth ratio , the standard discharge coefficient for free flow can be applied: .
Using the modified ideal equation (7):
Discharge Coefficient ()
The discharge coefficient accounts for real-world deviations from the ideal theoretical flow. It depends on several factors:
- Upstream and downstream water depths ( and )
- Gate opening height ()
- 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 , a typical value is .
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.