WMS:Orange County Unit Hydrograph: Difference between revisions
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==Saving a Simulation== | ==Saving a Simulation== | ||
Save only the HEC-1 input files using the '''Save Simulation''' command in the ''OC Hydrograph'' menu. This will only save the hydrologic tree and the HEC-1 input parameters at each of the tree nodes. Terrain data, feature data, and GIS data will not be saved unless saving a WMS project file using the '''Save''' command in the ''File'' menu. | Save only the HEC-1 input files using the '''Save Simulation''' command in the ''OC Hydrograph'' menu. This will only save the hydrologic tree and the HEC-1 input parameters at each of the tree nodes. Terrain data, feature data, and GIS data will not be saved unless saving a WMS project file using the '''Save''' command in the ''File'' menu. | ||
==Post Processing== | |||
==Related Topics== | ==Related Topics== |
Revision as of 15:07, 16 October 2017
Unit hydrograph analysis is used for watersheds greater than 1 square mile (640 acres) in Orange County, California. Losses are accounted for by calculating an effective precipitation. Runoff hydrographs are computed using a unit hydrograph, which is developed using an S-graph. Use a small area hydrograph instead of a full blown unit hydrograph analysis for watersheds with a Tc < 25 min. WMS creates the input files required for HEC-1 to compute hydrographs for the Orange County unit hydrograph analysis. Much of the interface for the Orange County unit hydrograph analysis is similar to the HEC-1 interface within WMS. Some of the processes specific to Orange County are described below:
- Basin data
- Effective precipitation – Losses are included in the precipitation rather than defining a loss method
- Unit Hydrograph Method – Unit hydrographs are developed using Orange County S-graphs and lag time derived from the time of concentration computed in an Orange County Rational Method analysis
- Routing
- Stream/channel routing – A convex routing method is included in HEC-1
- Flow-through detention – Defines using reservoirs or storage routing in HEC-1
- Flow-by detention – Defines using diversions in HEC-1
OC Hydrograph Menu
The OC Hydrograph menu, available in the Hydrologic Modeling module, has the following commands:
- Open HEC-1 File – Reads in existing HEC-1 files.
- Save HEC-1 File – Generates a HEC-1 input file.
- Check Simulation – Launches the HEC-1 Model Check.
- Run Simulation – Launches the HEC-1 model run.
- Read Solution – Opens the HEC-1 solution files. Requires a basin or outlet be selected.
- Job Control – Opens the HEC-1 Job Control dialog.
- Define Storm – Brings up the Orange County Storm dialog.
- Edit Parameters – Opens the Edit Orange County Unit Hydrograph Parameters dialog.
- Compute GIS Attributes – Brings up the Compute GIS Attributes dialog.
Saving a Simulation
Save only the HEC-1 input files using the Save Simulation command in the OC Hydrograph menu. This will only save the hydrologic tree and the HEC-1 input parameters at each of the tree nodes. Terrain data, feature data, and GIS data will not be saved unless saving a WMS project file using the Save command in the File menu.
Post Processing
Related Topics
- Orange County Hydrology
- Editing HEC-1 Parameters
- Job Control
- Design Storms
- Small Area Hydrographs
- Using GIS Data
- Running a HEC-1 Analysis
- Post Processing
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