Product(s): | SewerGEMS, CivilStorm |
Version(s): | CONNECT Edition, V8i |
Area: | Layout and Data Input |
What is the difference between the "Depth vs Flow" (type 2) pump definition and the "Depth Flow (Simulated Variable Speed)" pump definition?
Note that these two pump definition types are only available with the Implicit and Explicit numerical solvers, and are therefore only available in SewerGEMS and CivilStorm.
The only difference is the "Depth vs. Flow" is meant to be used to simulate an inline pump where the flow increases incrementally (a step-wise function) whereas, the "Depth Flow (VSP simulated)" type is used to model a variable speed inline pump where the flow varies continuously (a smooth curve).
If you are trying to simulate a Variable Speed Pump (VSP) it is recommended that you use the depth flow (VSP simulated) type.
Note that the "Depth" refers to the inlet node depth (typically a wetwell on the upstream side of the pump).
How are pumps handled in each OpenFlows product?
Which Pump Definition Types can be used by the GVF-Convex, Implicit and Explicit solvers?
Differences between solvers: GVF-Convex vs. GVF-Rational vs. Implicit vs. Explicit (SWMM)