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This is very useful. thank you!
Excellent! You're welcome!
I think in SCS formula Q is not flow but volume, to get flow you need to use unitary hydrograph.
Correct, Q represents the runoff in inches.
The units work out kind of...only because 12 (in in foot) x 3600 (seconds in an hour)=43200 is approximately equal to 43,560 (ft2 in an acre).
True. This method of calculation widely accepted and utilized in the industry.
Please send me the template box
Just click the link here to download! www.clearcreeksolutions.info/templatepack
Good afternoon, sir.I want to know how IDF curves can be applied in the design of an engineering (hydraulic) structure. Can I get a case study, please?
We will see what we can do! Thanks for watching!
@@ClearCreekSolutionsHydrology Thank you very much. Would be expecting. Appreciate it.
usefull
Excellent!
This is very useful. thank you!
Excellent! You're welcome!
I think in SCS formula Q is not flow but volume, to get flow you need to use unitary hydrograph.
Correct, Q represents the runoff in inches.
The units work out kind of...only because 12 (in in foot) x 3600 (seconds in an hour)=43200 is approximately equal to 43,560 (ft2 in an acre).
True. This method of calculation widely accepted and utilized in the industry.
Please send me the template box
Just click the link here to download! www.clearcreeksolutions.info/templatepack
Good afternoon, sir.
I want to know how IDF curves can be applied in the design of an engineering (hydraulic) structure. Can I get a case study, please?
We will see what we can do! Thanks for watching!
@@ClearCreekSolutionsHydrology Thank you very much. Would be expecting. Appreciate it.
usefull
Excellent!