online_inherently_unstable:    Computation of the inherently UNSTABLE channel
[Beta version 1.0 - 160530]


Reference


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

Half bottom width B* :

[ 0.5 ≤ B* ≤ 10 m ]

Depth of lower subsection ho :

[ 0.5 ≤ ho ≤ 5 m ]

Side slope of lower subsection z :

[ 0 ≤ z ≤ 3 ]

Relative depth hu' :

[ 0.5 ≤ hu' ≤ 3 ]

Channel slope So :

[ 0.01 ≤ So ≤ 0.1 ]

Manning's n :

[ 0.01 ≤ n ≤ 0.03 ]

Neutrally stable
Froude number Fns :      

No. of
output lines NL :

[ 5 ≤ NL ≤ 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)
0000000000

            

  Your request was processed at  01:56:30 am on April 30th, 2017   [ 170430  01:56:30 ].


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