JZZz
Civil/Environmental
- Mar 30, 2021
- 3
Just started to use HEC-RAS 2D to calculate the flow depth and velocities. I am using HEC-RAS 5.0.7. I noticed it cannot calculate the infiltration for each cells. I have to calculate infiltration by myself when Computing Excess Rainfall Hyetograph using a averaged CN for the whole site. And then use the Excess Rainfall Hyetograph as a boundary condition.
Here are the equations I use:
Fa=S*(P-Ia)/(P-Ia+S)
where, P, Fa, S and Ia have the same unit of length [L]. Usually total rainfall (P) is known, and S is computed by using the CN (assumed to be given for this exercise) as shown in the equation below:
S= (1000/CN)-10)
Where S is in inches. the continuous abstraction term Fa gives the amount of rainfall that is lost as infiltration from the total rainfall.
I do realize this is not accurate to use an averaged CN. Am I not using the software properly? What is the correct way? Any guidance will be greatly appreciated! T.I.A.
Here are the equations I use:
Fa=S*(P-Ia)/(P-Ia+S)
where, P, Fa, S and Ia have the same unit of length [L]. Usually total rainfall (P) is known, and S is computed by using the CN (assumed to be given for this exercise) as shown in the equation below:
S= (1000/CN)-10)
Where S is in inches. the continuous abstraction term Fa gives the amount of rainfall that is lost as infiltration from the total rainfall.
I do realize this is not accurate to use an averaged CN. Am I not using the software properly? What is the correct way? Any guidance will be greatly appreciated! T.I.A.