Recent content by acsimpson

Sorry, but I still don't understand. The flow from the flow control manhole will most likely infiltrate into Basin "A" and never reach the downstream pond. Is there anyway to create a reach that has the same characteristics as Basin "A" to accuratly replicate what will happen with the runoff...

I am working on a project where a previous phases pond's outflow is controlled by a flow control manhole, which outlets into an existing basin. I am now designing a new pond further downstream and need to account for the runoff of the existing basin upstream as well as the flow that is released...

Yes, there is no outflow into the drywell until the water level reaches the 0.5' above the bottom of pond elevation

Is there a way to place drywells as an outflow structure of a pond? Here we are required to place the rim of drywells 0.5' above the bottom of pond elevation.

I'm tired of dealing with Bentley and would like to pursue using another program to replace WaterCAD. Does anyone have any recommendations? Thanks

We are a small civil engineering firm that is looking for a good accounting/timekeeping software. Does anyone have any recommendations?