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online_wsprofiles_24:   S1 water-surface profile



INPUT DATA:

Select:       [Choose S.I. Units or U.S. Customary units

Enter discharge Q (m3/s) [cfs] :              Enter bottom width B (m) [ft] :              Enter side slope z (z H:1 V):    

Enter Manning's n:              Enter bottom slope So (m/m) [ft/ft] :    

Enter downstream flow depth yd (m) [ft] : (a subcritical subnormal flow depth) [ If left blank, a default value of yd = 3*y2 will be used ]:    

Enter number of computational intervals n (suggested range 50-200) [ If left blank, a default value of 100 will be used ]:    

Enter number of tabular output intervals m (suggested range 10-50) [ If left blank, a default value of 10 will be used ]:    


ECHO OF INPUT:

Discharge Q =                Bottom width B =                Side slope z =  

Manning's n =                Bottom slope So =  

Downstream flow depth   yd =  0   [ yd was calculated by default ]

Number of computational intervals n =                Number of tabular output intervals m =   


OUTPUT:

Computational depth interval Δy =   0                     Tabular output depth interval (Δy)t =   0

Normal depth y1 [ u/s of hydraulic jump ] =   0                     Normal velocity v1 [ u/s of hydraulic jump ] =   0                    

Normal-depth Froude number F1 =   0

Sequent depth y2 [ d/s of hydraulic jump ] =   0

kDepth
()
Area
()
Velocity
()
Velocity head
()
Specific head
()
Wetted perimeter
()
Hydraulic radius
()
Friction slope

()
Average slope
()
Specific head difference
()
Length increment
()
Total length
()
0000000000000


            

  Your request was processed at  08:18:09 pm on March 28th, 2024   [ 240328  20:18:09 ].


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