Size Overlow Structure and Orifice Dia
Size Overlow Structure and Orifice Dia
(OP)
Hi,
I'm new to storm detention design. Current I have A PROJECT NEEDS TO REPLACE TWO OVERLOW STRUCTURES W/ A LARGER SIZE OVERFLOW STRUCTURE, KEEPING IE same (known), KEEPING POND STORAGE SAME (number unknown). so is there any easy way to calculate or any software for the new overflow structure and orifice size?
appreciate any input
Thanks
I'm new to storm detention design. Current I have A PROJECT NEEDS TO REPLACE TWO OVERLOW STRUCTURES W/ A LARGER SIZE OVERFLOW STRUCTURE, KEEPING IE same (known), KEEPING POND STORAGE SAME (number unknown). so is there any easy way to calculate or any software for the new overflow structure and orifice size?
appreciate any input
Thanks
RE: Size Overlow Structure and Orifice Dia
Peter Smart
HydroCAD Software
www.hydrocad.net
RE: Size Overlow Structure and Orifice Dia
routing of a flood hydrograph through a pond with an overflow spillway or drain with an orifice is much more computationally intense, and is generally done with software such as HEC1, HMS, hydrocad, etc.