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Table 1 Experimental flow data

From: Numerical modeling of rapidly varying flows using HEC-RAS and WSPG models

Data set

Bed slope

Y (m) at X = 0

Y (m) at X = 15.2 m

Q (m3/s)

Y1 (m)

Y2 (m)

F1

F2

X1 (m)

X2 (m)

1

0.01

0.07

0.23

0.047

0.07

0.13

1.59

0.7

7.62

7.93

2

0.01

0.10

0.21

0.054

0.08

0.14

1.74

0.68

9.75

10.2

3

0.012

0.04

0.24

0.036

0.04

0.11

3.37

0.66

6.71

6.86

4

0.012

0.07

0.23

0.045

0.06

0.15

2.14

0.54

8.84

9.14

5

0.012

0.08

0.23

0.051

0.07

0.13

2.03

0.76

10.06

10.21

6

0.02

0.05

0.28

0.034

0.04

0.12

2.76

0.6

7.8

8.05

7

0.02

0.06

0.27

0.040

0.05

0.14

2.05

0.53

9.32

9.51

8

0.02

0.07

0.27

0.049

0.06

0.17

2.22

0.49

10.52

10.67

  1. Y1 and Y2 are the flow depths before and after the hydraulic jump. F1 and F2 are the respective Froude numbers. X1 and X2 are the distances from upstream corresponding to Y1 and Y2