Documents in Portable Document Format (PDF) require Adobe Acrobat Reader 5.0 or higher to view; download Adobe Acrobat Reader.


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

            

  Your request was processed at  02:53:13 am on February 7th, 2026   [ 260207  02:53:13 ].

Thank you for running online_wsprofiles_28.   Please call again.   [Version 1.0.0,   150608]

Count 

online calc
normal depth critical depth normal and critical depth discharge in channel critical slope
normal depth in culvert critical depth in culvert discharge in culvert discharge sluice discharge weir
M1 wsprofile M2 wsprofile M3 wsprofile S1 wsprofile S2 wsprofile S3 wsprofile
C1 wsprofile H2 wsprofile A2 wsprofile C3 wsprofile H3 wsprofile A3 wsprofile
sequent depth HJ energy loss HJ initial sequent HJ efficiency HJ critical width constriction
ogee spillway Hazen-Williams parallel pipes three reservoirs tractive force
V-notch weir V-notch partially contracted Cipolletti weir Rectangular weir Standard contracted rectangular weir Standard suppressed rectangular weir
Froude number Vedernikov number Limiting contracting ratio
Creager rational slope-area linear reservoir storage indication 1 storage indication 2
Muskingum Muskingum-Cunge time-area Clark UH Cascade of linear reservoirs
USGS Methods for magnitude of floods in California Kinematic wave applicability Diffusion wave applicability Clark's unit hydrography compared to Ponce's version Correlation coefficient of a joint probability distribution Storage volume of a detention basin
Blaney-Criddle Penman Penman-Monteith reference crop Thornthwaite Priestley-Taylor Penman-Monteith ecosystems
Gumbel Gumbel 2 Log Pearson Log Pearson 2 TR-55 graphical curve number
Overland flow using the diffusion wave method Dynamic hydraulic diffusivity convolution S-hydrograph time of concentration water balance
UH cascade dimensionless UH cascade general UH cascade series UH cascade all series UH cascade
one-predictor linear one-predictor nonlinear two-predictor linear two-predictor nonlinear hyperbolic regression
fall velocity Lane & Koelzer USLE USLE2 Dendy-Bolton Shields
Duboys Meyer-Peter Colby 1957 Colby reservoir design life Equilibrium channel top width using the Lane et al. theory
Modified Einstein Procedure bridge scour using Melville equation
DO sag DO sag analysis Oxygenation Salinity (EC to TDS)