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Dec 27, 2012

I had a chance to use the old StormNet software extensively in my previous company. This is my first time that I'm using it under AutoDesk. It appears to work similarly. So now I'm trying to model a small but a bit of a complex system.

I have a modeling scenario where I have a storage tank with two orifices. The first orifice outlets to a 10 inch diameter pipe which eventually outfalls into a stormwater treatment area. This area will allow ponding. Due to site topography a portion of this pipe run will be pressurized with the outlet set just low enough below the 1st orifice elevation at the tank. The second orifice outlets to a 12 inch diameter pipe which connects to the underground storm drain system via gravity. This second pipe run will only take on water that exceeds the capacity of the first. With this scenario I have  a few questions:

1. In trying to model the bolted rims to make the portion of the system to work as a pressurized system, my understanding is that I have to set the surcharge elevation (at the junction) high enough above the max rim elevation. I have set up the surcharge elevation high enough, trying different elevations and the max water elevation in all cases is exceeding the max rim elevation.

2. My storage tank is a close tank. Is there a way to ensure that is modeled as such or does the program assume is a storage node such as a detention pond?

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