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 :       A. 10000 B. 5000 C. 1000 D. 100 E. 50 F. 25 G. 20 H. 10 I. 5 J. 3 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) 0 0 0 0 0 0 0 0 0 0   Your request was processed at  04:49:13 pm on April 28th, 2024   [ 240428  16:49:13 ]. Thank you for running online_inherently_unstable   [160531]