WMS:OC Rational Job Control: Difference between revisions
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'''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. | '''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''' | '''Non-mountainous''' – The IDF curves are generated using a regression equation <math>I = atb</math> where: | ||
* I | * <math>I</math> – rainfall intensity (in/hr, mm/hr) | ||
* t | * <math>t</math> – duration (min) | ||
* a, b | * <math>a, b</math> – regression equation coefficients | ||
'''Mountainous''' | '''Mountainous''' – The IDF curves are generated by interpolating between known intensities at specified time values. | ||
Revision as of 21:28, 13 February 2013
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.
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