WMS:OC Rational Job Control
The Job Control parameters include all of the universal data necessary to run an Orange County analysis that are not a part of a basin, reach, or reservoir. The following are the specific parameters defined as part of job control:
Units: By default Orange County performs computations in English units, however metric unit calculations can be specified.
Frequency: Select the return period of the design storm. Non-mountainous and mountainous IDF curve values are updated based on this selection. The user must enter IDF curve values for the 500-yr storm.
Expected Value: Toggle this check box on to do an expected value analysis. IDF curves and losses will be automatically updated for each sub-area if they have already been computed.
IDF Curves: IDF (intensity-duration-frquency) curves in Orange County are calculated differently depending on the location of the analysis. This section is subdivided into non-mountainous (areas below 2000 feet) and mountainous (areas above 2000 feet) regions.
Non-mountainous – The IDF curves are generated using a regression equation where:
- – rainfall intensity (in/hr, mm/hr)
- – duration (min)
- – regression equation coefficients
Mountainous – The IDF curves are generated by interpolating between known intensities at specified time values.
Related Topics
WMS – Watershed Modeling System | ||
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Modules: | Terrain Data • Drainage • Map • Hydrologic Modeling • River • GIS • 2D Grid • 2D Scatter | |
Models: | CE-QUAL-W2 • GSSHA • HEC-1 • HEC-HMS • HEC-RAS • HSPF • MODRAT • NSS • OC Hydrograph • OC Rational • Rational • River Tools • Storm Drain • SMPDBK • SWMM • TR-20 • TR-55 | |
Toolbars: | Modules • Macros • Units • Digitize • Static Tools • Dynamic Tools • Drawing • Get Data Tools | |
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