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Trying to model sanitary flow equalization basins using SewerCAD. Existing system has a typical lift station (wet well, dry well, pump) and also a 1.5 MG basin for handling peak flows. Development in the area will increase the flow to this lift station. If I use equalization (expand the...

I'm designing a sanitary sewer for a special event complex (high flow sometimes, alomost no flow other times). It will probably require equalization and well as a lift station. Anyone have guidance/reference on equalization basin design and acceptable retention times for sanitary wastes...

Appreciate everyone's help with this. Some excellent solutions! Forgot to mention it's wastewater so feezing is an option. Thanks again!

Appreciate everyone's help with this. Some excellent solutions! Forgot to mention it's wastewater so feezing is an option. Thanks again!

I need to close off a pipe coming out of a tank in order to replace the pipe. The tank is always full so the pipe is always full (can't take out of service). Are there any specialty valves that will clamp on the pipe, then either pinch off the pipe (10" 304 SS) or cut through/close of pipe...

I need to close off a pipe coming out of a tank in order to replace the pipe. The tank is always full so the pipe is always full (can't take out of service). Are there any specialty valves that will clamp on the pipe, then either pinch off the pipe (10" 304 SS) or cut through/close of pipe...