I am using SewerCAD to analyze a high sewer flow scenario of an existing system using steady state analysis.
The model include some gravity conduits, connected to a wet well (Lift Station), pumps, then to pressured pipes. The model ends with an outfall.
Total of 1,425 gpm of sewage flow reaches to the lift station. There are three pumps at the lift station and they are pumping at 1,545 gpm.
I attached the properties of the wet well. The base elevation is 795.5 ft and the hydraulic grade is 798 ft, which makes sense since the pumps are pumping the sewage until 797.5 ft level. What I am not understand fully is the 'depth' of 88.57 inch, which is 7.38 ft. I thought it was a sewer depth in the wet well, but if that is the case, it should be the same as the hydraulic grade, which is 2.5 ft - that is my thought. Please help me understand what 'depth' mean and why there is a difference with the hydraulic grade.
The properties dialog describes the wet well field "Depth (Node)" as "the calculated depth of flow measured from the node invert elevation".
Here's how the field is calculated.
If the wet well's "Elevation (Initial)" is less than the upstream pipe's "Hydraulic Grade Line (Out)":
The wet well "Depth (Node)" field is calculated by subtracting the wet well's "Elevation (Base)" from the calculated "Hydraulic Grade Line (Out)" value of the upstream pipe.
In your example, the "Hydraulic Grade Line (Out)" field for the pipe upstream of the wet well should be about 802.88ft.
If the wet well's "Elevation (Initial)" is greater than the upstream pipe's "Hydraulic Grade Line (Out)":
The wet well "Depth (Node)" field is calculated by subtracting the wet well's "Elevation (Base)" from "Elevation (Initial)".
Bentley Technical Support
Answer Verified By: Scott Kampa
If the latest patch set (dated May 25th, 2016 or later) is applied, the Depth (Node) will no longer use the upstream pipe's hydraulic grade. This behavior is also documented in the following article.
How is the wet well Depth (Node) field calculated?