online_general_uh_cascade:   General dimensionless CLR unit hydrograph 

Formulas

C1 = C/(2+C)           C2 = (2-C)/(2+C)

Qj+1n+1 = 2C1(Qaverage)j + C2Qj+1n

Reference

Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices.
Prentice Hall, pages 313-317.

Rationale
INPUT DATA:    

Courant number C:     

Number of reservoirs N:     

ECHO OF INPUT:

Courant number C =          •        Number of reservoirs N =  

OUTPUT:

Dimensionless
time t*		Dimensionless
outflow Q*
00

            

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Count 

online calc
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