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online_wsprofiles_21:   M1 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 bottom slope So (m/m) [ft/ft]:              Enter Manning's n:    

Enter flow depth at the downstream boundary yd (m) [ft] (a subcritical subnormal flow depth) [ If left blank, program will use 1.01*normal depth ]:    

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 =  

Normal flow depth at the downstream boundary   yn =  0 [ yn was calculated by default ]

Flow depth at the downstream boundary   yd = 1.01 * yn =  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 yn =   0                     Normal-depth Froude number Fn =   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  03:48:46 pm on October 15th, 2024   [ 241015  15:48:46 ].


Thank you for running online_wsprofiles_21.   Please call again.   [Version 1.0.0,   070430]

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