Inlet q (Water Overlay)

Notes

• Each calculation step is characterized by an amount of time that elapses. Based on the set flow rate, it is then calculated how much water is added in that time step.
• It is possible to have a dynamic Inlet q by providing a file with times and flow rates. These adjustments in flow rate are then immediate when the corresponding simulation time is reached.

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Water Module

Water Module

Tutorials

Overview

Theory

Benchmarks

Group

Hydraulic structures

Inlet

Inlet q • Inlet area • Inlet capacity •  Lower threshold •  Upper threshold • Inlet underground

Pump

Pump q •  Lower threshold •  Upper threshold • Pump angle • Pump capacity • Pump area

Culvert

Culvert diameter • Culvert rectangular height • Culvert threshold • Culvert n

Weir

Weir height • Weir width • Weir angle • Weir coefficient • Weir target level

Sewer overflow

Sewer overflow • Sewer overflow speed

Drainage

Drainage q • Drainage datum • Drainage active • Drainage overflow threshold

Output

Object flow output • Object height output • Object datum output a • Object datum output b • Object width output

Related

Building attributes • Hydrological features •  Terrain attributes • Model attributes • Results • Simulation data

Water Module

Tutorials

Overview

Theory

Benchmarks