Pre-Modeling Communication: Hydrologic Model Considerations: Difference between revisions
From ASDSO Dam Safety Toolbox
(Created page with "* State the software selection and describe the limitations of the program as they apply to this project. * Describe the hydrologic scenarios to be modeled and any scenario-specific assumptions that will be applied. * Note the sources of information and describe the uncertainties or limitations of that information. Also identify data needs and how those gaps will be addressed. * Describe the approach to watershed and subbasin delineation. Watersheds should be subdi...") |
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HEC-RAS is a program commonly used to generate one-dimensional hydraulic models. | |||
(Image Source: [https://www.hec.usace.army.mil/ Hydrologic Engineering Center, USACE]) | |||
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* State the software selection and describe the limitations of the program as they apply to this project. | * State the software selection and describe the limitations of the program as they apply to this project. | ||
* Describe the hydrologic scenarios to be modeled and any scenario-specific assumptions that will be applied. | * Describe the hydrologic scenarios to be modeled and any scenario-specific assumptions that will be applied. | ||
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* Describe the approach to watershed and subbasin delineation. Watersheds should be subdivided as needed to maintain hydrologic homogeneity and reasonable size. | * Describe the approach to watershed and subbasin delineation. Watersheds should be subdivided as needed to maintain hydrologic homogeneity and reasonable size. | ||
* Note the sources of [[precipitation]] depths and durations including how rainfall will be temporally and spatially distributed over the watershed. Also describe how seasonality and antecedent conditions will be considered in the analysis. | * Note the sources of [[precipitation]] depths and durations including how rainfall will be temporally and spatially distributed over the watershed. Also describe how seasonality and antecedent conditions will be considered in the analysis. | ||
* Describe the anticipated methods for simulating hydrologic response of the watershed including precipitation losses and infiltration, unit hydrograph transformation and the associated time of concentration, and reach routing. | * Describe the anticipated methods for simulating hydrologic response of the watershed including precipitation losses and infiltration, [[Unit Hydrograph|unit hydrograph]] transformation and the associated time of concentration, and [[Reach Routing|reach routing]]. | ||
* Summarize information regarding dams, [[spillways]], and [[reservoirs]] where reservoir routing will occur. This should include a description of reservoir routing methodology, initial reservoir levels, stage-storage-discharge curves, and assumed [[operation]] of gated spillways or outlet works. Information and assumptions regarding dam breach approach should also be provided if applicable. | * Summarize information regarding dams, [[spillways]], and [[reservoirs]] where [[Reservoir Routing|reservoir routing]] will occur. This should include a description of reservoir routing methodology, initial reservoir levels, stage-storage-discharge curves, and assumed [[operation]] of gated spillways or [[Outlet Works|outlet works]]. Information and assumptions regarding dam breach approach should also be provided if applicable. | ||
* If a parametric sensitivity analysis is planned, describe the approach. | * If a parametric sensitivity analysis is planned, describe the approach. | ||
* Describe the model validation or calibration approach. If historic gage data are used for calibration, provide detailed descriptions of the available information | * Describe the model validation or calibration approach. If historic gage data are used for calibration, provide detailed descriptions of the available information | ||
Revision as of 20:53, 21 June 2024
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| HEC-RAS is a program commonly used to generate one-dimensional hydraulic models.
(Image Source: Hydrologic Engineering Center, USACE) |
- State the software selection and describe the limitations of the program as they apply to this project.
- Describe the hydrologic scenarios to be modeled and any scenario-specific assumptions that will be applied.
- Note the sources of information and describe the uncertainties or limitations of that information. Also identify data needs and how those gaps will be addressed.
- Describe the approach to watershed and subbasin delineation. Watersheds should be subdivided as needed to maintain hydrologic homogeneity and reasonable size.
- Note the sources of precipitation depths and durations including how rainfall will be temporally and spatially distributed over the watershed. Also describe how seasonality and antecedent conditions will be considered in the analysis.
- Describe the anticipated methods for simulating hydrologic response of the watershed including precipitation losses and infiltration, unit hydrograph transformation and the associated time of concentration, and reach routing.
- Summarize information regarding dams, spillways, and reservoirs where reservoir routing will occur. This should include a description of reservoir routing methodology, initial reservoir levels, stage-storage-discharge curves, and assumed operation of gated spillways or outlet works. Information and assumptions regarding dam breach approach should also be provided if applicable.
- If a parametric sensitivity analysis is planned, describe the approach.
- Describe the model validation or calibration approach. If historic gage data are used for calibration, provide detailed descriptions of the available information