online_convolution:   Flood hydrograph by convolution 

Methods

Description

Reference

Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices.
Prentice Hall, pages 185-187.

[Sample input]         [Sample output]

INPUT DATA:

Units:   

(SI units) [U.S. Customary units]

Rainfall time interval Δtr (hr):     

Number of increments of rainfall intensity n:     

Increments of rainfall intensity Ij (cm/hr) [in/hr] (separate each value with a comma; maximum string length is 300 characters).

[NRCS runoff] curve number CN:     

Unit hydrograph time interval Δt (hr):     

Number of unit hydrograph ordinates m:     

Unit hydrograph ordinates Qk (m3/s) [ft3/s] (start at 0, end at 0; separate each value with a comma; maximum string length is 300 characters).

ECHO OF INPUT:

Rainfall time interval Δtr =   hr               [Unit hydrograph duration tr =   hr]

Number of increments of rainfall intensity n =  

Increments of rainfall intensity ():

I1 =   .   

[NRCS runoff] curve number CN =                  

Unit hydrograph time interval Δt =   hr

Number of unit hydrograph ordinates m =  

Unit hydrograph ordinates ():

Q1 =  .   

OUTPUT:

Time
interval		Time
(hr)		Unit hydrograph
(m3/s)		Flood hydrograph
(m3/s)
0000

            

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Count 

online calc
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M1 wsprofile M2 wsprofile M3 wsprofile S1 wsprofile S2 wsprofile S3 wsprofile
C1 wsprofile H2 wsprofile A2 wsprofile C3 wsprofile H3 wsprofile A3 wsprofile
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ogee spillway Hazen-Williams parallel pipes three reservoirs tractive force
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Gumbel Gumbel 2 Log Pearson Log Pearson 2 TR-55 graphical curve number
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UH cascade dimensionless UH cascade general UH cascade series UH cascade all series UH cascade
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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)