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online_wsprofiles_28:   H2 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 flow depth at the downstream boundary yd (m) [ft] (a subcritical supernormal flow depth) [If left blank, program will use critical depth]:    

Enter flow depth at the upstream boundary yu (m) [ft] [Headwater flow depth, see figure; do not leave blank]:    

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 =   

Critical depth at the downstream boundary   yc =  0  [ yc was calculated by default ]

Flow depth at the upstream boundary   yu =  0   

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

OUTPUT:

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

kDepth
()		Area
()		Velocity
()		Velocity head
()		Specific head
()		Wetted perimeter
()		Hydraulic radius
()		Friction slope
()		Average slope
()		Specific head difference
()		Length increment
()		Total length
()
0000000000000

            

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