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online_wsprofiles_27:   C1 water-surface profile

Description

Example

Summary

Reference

Disclaimer

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 downstream flow depth yd (m) [ft] (a subcritical subnormal flow depth) [ If left blank, a default value of yd = 3*yc 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 =    

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

Critical depth yc =   0                     Critical slope Sc =   0                      Bottom slope So =   0  

kDepth
()		Area
()		Velocity
()		Velocity head
()		Specific head
()		Wetted perimeter
()		Hydraulic radius
()		Friction slope
()		Average slope
()		Specific head difference
()		Length increment
()		Depth gradient
()		Total length
()
00000000000000

            

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