Peter, just to verify: If I have several culverts, modeled as Ponds, all feeding an actual pond, it is not possible to model reverse flow from the actual pond to all of the culverts feeding the pond (rather, it is only possible to model reverse flow to 2 of them, 1 as secondary, and 1 as...
Peter, just to verify: If I have several culverts, modeled as Ponds, all feeding an actual pond, it is not possible to model reverse flow from the actual pond to all of the culverts feeding the pond (rather, it is only possible to model reverse flow to 2 of them, 1 as secondary, and 1 as...
It appears the ditches should be included as flow segments in the subcatchments, and also as "pond" storage at the culverts. Is that correct (I don't think this is "double dipping")?
Peter, I was hoping you could give me a little further guidance. The preliminary sketch in the link below shows basically how I'm thinking to model a new 75 Acre Plant Site. I'm thinking to have a "pond" for each catch basin and culvert (with ditch volumes modeled as pond storage), and a...
Peter, thank you for answering so quickly.
I did think one option was to use Reaches and slope everything enough to avoid tail water, but we want to keep this as flat as possible (hence tail water is likely).
Is my sheet 2 essentially correct (modeling culvert 1, culvert 2 & area 3 pump directly...
Hi. It is my understanding that for a typical plant layout with roads, roadside ditches, and culverts crossing roadway intersections and accessways, one should model the culverts as ponds, and should not model the ditches as reaches, but rather connect each culvert (pond) to the next downstream...
