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Hydraulic jumps in trapezoidal and circular channels
Steve Mitchell
School of Civil Engineering & Surveying
Research output
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INIS
algorithms
28%
approximations
14%
civil engineering
14%
depth
57%
design
57%
energy losses
14%
equations
28%
experimental data
14%
froude number
14%
graphs
14%
hydraulics
100%
iterative methods
14%
prediction
14%
range
28%
surfaces
14%
values
14%
Engineering
Algorithm
28%
Best-Fit Line
14%
Centroid
14%
Circular Channel
14%
Depth Ratio
14%
Design Problem
14%
Energy Dissipation
14%
Free Surface
14%
Froude Number
14%
Horizontal Channel
14%
Hydraulic Design
42%
Hydraulic Jump
57%
Iterative Approach
14%
Momentum Equation
14%
Open Channel
14%
Prediction
14%
Earth and Planetary Sciences
Agreement
14%
Algorithms
28%
Centroid
14%
Civil Engineering
14%
Datum
14%
Depth
42%
Energy Dissipation
14%
Estimating
14%
Froude Number
14%
Prediction
14%
Ratio
14%
Running
14%
Shape
14%
Value
14%
Material Science
Design Standard
14%