Bentley SewerCAD CONNECT Edition Help

Overflow in the SewerGEMS Dynamic Wave Solver

The behavior of manhole overflow when using the SewerGEMS Dynamic Wave solver varies depending on which Surface Storage Type you choose as follows:

No Storage: overflow at rim elevation

Default Storage Equation: overflow at 2.0 ft above the rim
Note: When you use this surface storage option and you see a positive value reported in the Overflow result field, this is flow that exceeds the 2.0 ft limit and is lost from the system.

Ponded Area: no overflow

Surface Depth-Area Curve: overflow at the highest depth in the table