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

INPUT DATA:     [Description]     [Example]

Select:   


Drainage area Aa :   

Runoff coefficient Ca :    

Time of concentration tca :    
  min


Drainage area Ab :    

Runoff coefficient Cb :    

Time of concentration tcb :    
  min


Return period T :    
  yr


OUTPUT:

Qp  =  I  (C A)

Peak discharge Qp :     

Design rainfall duration trd :     



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  04:00:25 pm on October 14th, 2019   [ 191014  16:00:25 ]    [140403]