HEC-HMS model calibration and validation.

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I'm using HEC-HMS to estimate flood flow in ungauged basins associated with highway projects that intersects many watercourses, where stream discharge data were not available for calibration and validation. However, historical precipitation data are available only for some locations. Is there any method to verify the HEC-HMS peak flow results?

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Since this software requires knowledge in the area, I recommend checking the available usage guide and the quick start guide. You will find all the details regarding software's functionality and how to work with different parameters.

Note: You need a compatible PDF reader installed in your computer.

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