online_rational_composite:   Peak discharge for a composite catchment using the rational method

INPUT DATA:     [Description]     [Example]

Select:   


Drainage area Aa :   

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Runoff coefficient Ca :    

Time of concentration tca :    
  min


Drainage area Ab :    

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Runoff coefficient Cb :    

Time of concentration tcb :    
  min


Return period T :    
  yr


OUTPUT:

Qp  =  I  (C A)

Peak discharge Qp :   
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Design rainfall duration trd :   
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IDF Formula:

       k T n
I  =  _______________
       (tr  +  b)m


Coefficient k :  

[Leave blank to set default k = 1000]

Exponent n :  

[Leave blank to set default n = 0.2]

Coefficient b :  

[Leave blank to set default b = 20]

Exponent m :  

[Leave blank to set default m = 0.7]


            

  Your request was processed at  10:47:18 pm on April 3rd, 2025   [ 250403  22:47:18 ]    [140403]