Risk analysis runs can only be carried out if the Risk option is enabled on your licence.
Risk Analysis runs can be used as a tool to assess the consequence of flooding events at locations in the network, as a monetary value. The locations in the network to be assessed are defined by Damage Receptors in the network. Flood duration and depth results at the receptors are used to calculate a corresponding damage value for each receptor using damage curves referenced by the receptor. Results from individual Damage Receptors can be aggregated into geographical groupings in order to analyse risk results by area by the use of Risk Impact Zones. The damage calculation results are stored in the Risk Analysis Simulation objects.
The run carries out an analysis on results for multiple events and takes into account the probability of occurrence of the event to calculate an expected annual damage value at each location (using the worst case event). A depth/exceedance curve for each location is also generated. The risk calculation results are stored in the Risk Analysis Results object.
To create a run, right-click on a
Model Group and select New
InfoWorksRisk analysis run from the context menu. The
Risk Analysis Run View will be displayed.
To schedule the run
The Run will be scheduled. Details are displayed in the Job Control Window. The progress of the current run is displayed in the Job Progress Window.
A series of risk analysis simulations are run, one for each hydraulic simulation in the run(s) included in the schedule. A risk analysis results object is also created.
A risk analysis simulation
is created for each simulation in the run(s) included in the
Risk Analysis Run View.
The risk analysis simulation assesses flood duration and inundation at Damage Receptors in the network and calculates a corresponding damage value for each receptor using the damage curves referenced by the receptor.
Damage calculations are carried out for each Damage Receptor as follows:
Note that when using Relative to Area damage curves:
The results simulation object can be opened as one of the following:
When viewing full risk results, risk results will be displayed in the Results Grid Windows for points and polygons.
To open an html log file of risk calculation results for a risk simulation object, right-click on the risk simulation, select Open As from the context menu and choose the Log results (html) option from the selection dialog. The log contains the following tables:
The first table lists data relevant to the creation of the risk analysis simulation object: parent risk analysis run, damage function used, largest zero-damage event return period parameter, run/sim/network/scenario used.
It also lists the return period, storm duration and return period type results as specified in the Rainfall event used by the simulation. (These parameters are used during the risk calculation process.)
Reports for Risk Impact Zones can be generated in grid view format:
The values in the grids are calculated by aggregating the results of Damage Receptors within the risk impact zones.
A risk analysis results object is created for each scenario in the hydraulic runs selected in the risk analysis run.
The run examines results for each return period event, and taking into account the probability of occurrence of the event, calculates an expected annual damage value at each Damage Receptor (using the worst case event).
The results object can be opened as one of the following:
When viewing full risk results:
To open an html log file of risk calculation results for a risk results object, right-click on the risk results, select Open As from the context menu and choose the Log results (html) option from the selection dialog. The log contains the following tables:
The first table lists data relevant to the creation of the risk analysis results object: parent risk analysis run, damage function used, largest zero-damage event return period parameter, runs, network and scenario.
Table of inundation depth tabulated by receptor and event return period
Column | Description | |||||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Return period | Return period of rainfall event | |||||||||||||||||||||
Event probability |
Probability of event occurring. The probability of non exceedance of a given return period is calculated using:
where: RPi is the return period under consideration. The Event probability is calculated by discretising the probability of non exceedance curve, where the Largest zero-damage event return period, specified in the Risk Analysis Run View gives the probability for zero damage. For example, for a risk analysis using events with return periods 2, 5, 10, 25, 50 and 100 and a largest zero-damage event return period of 2:
|
|||||||||||||||||||||
Event duration | Worst case damage calculation values for each storm duration for given return period. | |||||||||||||||||||||
Annual damage | Annual damage for a return period is calculated by multiplying the largest of the damage values for that return period by the Event probability for the return period. |
Note that any blank fields in the inundation depths table indicate that there is no maximum depth.
The event duration giving the maximum depth for each return period may not be the same as the event duration giving the maximum damage.
A depth/probability of non exceedance curve for each Damage Receptor is calculated as follows:
The inundation depths presented in the table for each return period are determined by interpolating the values at the probabilities corresponding to the originally simulated return periods, (value calculated by
).
For example:
Return Period | Depth |
Band probability (Event probability calculated in table of damages) |
Probability of non exceedance |
---|---|---|---|
2 | 0 | 0.606531 | 0.606531 |
5 | 0.12 | 0.009851 | 0.616382 |
10 | 0.15 | 0.212200 | 0.828582 |
25 | 0.17 | 0.086107 | 0.914689 |
50 | 0.18 | 0.055952 | 0.970641 |
100 | 0.2 | 0.019409 | 0.990050 |
Reports for Risk Impact Zones can be generated in grid view format:
The values in the grids are calculated by aggregating the results of Damage Receptors within the risk impact zones.
The damage calculation results from a risk analysis simulation and risk analysis object results may be exported to csv formatted files.
Damage calculation results from a risk analysis simulation may be exported to csv format. Results tables displayed in the simulation html log tables and Risk Impact Zone results tables can be exported. To export damage calculation results:
Risk analysis results may be exported to csv format. Results tables displayed in the results object html log tables and Risk Impact Zone results tables can be exported. To export risk analysis results:
Risk analysis simulation results and risk analysis object results may be exported to a selected GIS format. The file formats currently supported are:
See Exporting Results to GIS for a description of how to export the results.
Risk analysis simulation results and risk analysis object results may be exported using the Open Data Export Centre.
To export the results
The Open Data Export Centre dialog is displayed.