Maintain the Force Mains at full capacity with a diameter-depth ratio (d/D) of 1 when the pumps turn On
A challenging issue in modeling and managing sewer force mains using the SWMM 5 system. The crux of the problem is maintaining the force main at full capacity with a diameter-depth ratio (d/D) of 1 when the pumps turn on.
The SWMM 5 system uses one flow point in the … Read the rest