Calculation of the inherently stable channel Victor Miguel Ponce, Marcela I. Diaz, San Diego State University

online_inherently_stable:    Computation of the inherently stable channel
[Beta version 1.0 - 160529]

Graph of computation of the inherently stable channel

Reference

INPUT DATA: [ Recommended range ] [ How to use ]

Half bottom width B_{_*} :

[ 0.5 ≤ B_{_*} ≤ 10 m ]

Depth of lower subsection h_o :

[ 0.5 ≤ h_o ≤ 5 m ]

Side slope of lower subsection z :

[ 0 ≤ z ≤ 3 ]

Relative depth h_u' :

[ 0.5 ≤ h_u' ≤ 3 ]

Channel slope S_o :

[ 0.01 ≤ S_o ≤ 0.1 ]

Manning's n :

[ 0.01 ≤ n ≤ 0.03 ]

Select:
Neutrally stable
Froude number F_ns :
Neutral Froude No.

No. of
output lines N_L :

[ 5 ≤ N_L ≤ 20 ]
[ Leave blank to set default = 10 ]

OUTPUT:

Interval
i Flow
depth
(m) Half wetted
perimeter
(m) Half flow
area
(m²) Hydraulic
radius
(m) Half top
width
(m) Mean
velocity
(m/s) Hydraulic depth
(m) Froude
No. Half
discharge
(m³/s)
0 0 0 0 0 0 0 0 0 0



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online_inherently_stable: Computation of the inherently stable channel [Beta version 1.0 - 160529]

online_inherently_stable: Computation of the inherently stable channel
[Beta version 1.0 - 160529]