Rainfall Overlay

Rainfall overlay, also known as the inundation module

The Rainfall Overlay is an overlay based on the water module calculations that displays the hazard and impact of (heavy) rainfall over the project area. Based on the elevation model, terrain roughness and representations of the sewer and water systems, several result types can be displayed.

A Rainfall Overlay Tutorial is available to start working with this overlay.

Rainfall overlay results

Flooding overlay results
List of Result Types

Rainfall overlay calculations

Rainfall Overlay Calculations (Water overlay)

Calculation Preference

Here you can manipulate the computation time step by choosing between the option SPEED, AVERAGE and ACCURACY. The computational timesteps will be set according to the Courant criterion:

Δt = Δx /u_max

where:

Δt = computational timestep
Δx = grid cell size
u_max = max velocity, assumed 2.5 (SPEED), 5 (AVERAGE) and 10 (ACCURACY) m&sub3;/s respectively

Grid cell size

The Tygron Platform computes flow equations over a rectangular cartesian grid, the grid cell size can be set in the General Tab of the Rainfall Overlay. Note: if you choose a smaller grid cell size, both the amount of time steps (see Calculation Preference) and amount of computational cells increase.

Export GeoTiff & Water Balance

You can export the current result-type as GeoTiff and a waterbalance as Microsoft Excel file.

Debug Info

General info

The debug info contains the following information:

Rain: the amount of rainfall (mm) in the duration of the rainfall event (hours)
Total Simulation: the simulation period (hours)
Cells: The dimensions of the simulation: the amount of computational cells and the amount of time steps (cycles)
Weir flow: the amount of water flown over weirs during simulation (m3)
Sewer overflow: the amount of water flown over sewer overflows during simulation (m3)
GPU time: the computation time on GPU (seconds)
Max Courant avg: the maximum courant numbers reached during the simulation

Water balance

The water balance is made up of the following components:

Land surface: amount of water on the land surface after simulation (m3)
Water surface: amount of water stored on water cells after simulation (m3)
Building storage: amount of water stored in building storage (m3)
Sewer storage: amount of water stored in sewers after simulation (m3)
Underground storage: amount of water stored in the sub-soil after simulation (m3)
Evaporated: amount of water evaporated after simulation (m3)
Outlet: amount of water extracted from the model during the simulation via outlets of water areas or sewer pumps (m3).

Overlay Keys

Keys referring to area attributes

Attribute	Unit	Description
Water Level	m + datum	initial water level, relative to datum, for all water cells in a water area
Outlet	m3/s	water abstraction for all water cells in a water area
Sewer Storage	m	available storage in sewers at the start of simulation in a sewer area
Sewer Pump Speed	m3/s	sewer water abstraction for all cells in a sewer area

Keys referring to structures (building attributes)

Attribute	Unit	Description
Weir Height	m + datum	weir crest level
Weir Width	m	the width of the crest of a weir
Weir Coefficient		linear weir coefficient for accounting discharge & contraction losses
Culvert Speed	m3/s	the discharge capacity of a culvert
Pump Speed	m3/s	the capacity of a pump
Sewer Overflow Height	m + datum	the height of a crest of a sewer overflow
Sewer Overflow Speed	m3/s	the discharge capacity of a sewer overflow

Overlay Attributes

Attribute	Unit	Description
ALLOWED_WATER_INCREASE_M	m	increment by which the water level on a water cell is allowed to increase before the depth is shown in the water stress result type
IMPACT FLOOD_THRESHOLD_M	m	maximum waterdepth around a building where after the building is assumed impacted
MIN_SLOPE		slope whereunder the pressure slope is assumed 0
SEWER_OVERFLOW_THRESHOLD		fraction of storage whereafter sewer overflows take place
SIMULATION_TIME_HOURS	hours	simulation time