stage storage in pipes - how to calculate??
stage storage in pipes - how to calculate??
(OP)
I'm working on a project where we will be providing storm water detention within a proposed storm sewer. Does anyone have any idea on how to calculate stage storage within a storm sewer pipe? The storm sewer will have different diameter pipe. Do you have to run a separate stage storage tabel for each size diameter pipe? I need to calc. the stage storage so that i could enter it into TR20. Any ideas would be greatly appreciated.
TIA,
Mark
TIA,
Mark





RE: stage storage in pipes - how to calculate??
When I designed an underground detention system using pipes I used Hydraflow Hydrographs which has the capability. It eliminated the human error (which was bound to be vast) and was relatively simple. I just had to add in storage in my rather large junction boxes (we used 4' diameter pipe).
RE: stage storage in pipes - how to calculate??
RE: stage storage in pipes - how to calculate??
RE: stage storage in pipes - how to calculate??
TIA
mz
RE: stage storage in pipes - how to calculate??