4.4 Article

Application and national geographic information system database to support two-year flood and threshold runoff estimates

Journal

JOURNAL OF HYDROLOGIC ENGINEERING
Volume 7, Issue 3, Pages 209-219

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)1084-0699(2002)7:3(209)

Keywords

geographic information systems; Alaska; databases; runoff

Ask authors/readers for more resources

A computer application and national geospatial database have been developed to support the calculation of flooding flow (Q(f)) and threshold runoff across the conterminous United States and Alaska. Flooding flow is the flow required to cause a stream to slightly overflow its bank and cause damage. Threshold runoff [L], defined as the depth of runoff required to cause flooding, is computed as flooding flow divided by the unit hydrograph peak flow. A key assumption in this work is that the two-year return flood (Q(2)) is a useful surrogate for flooding flow. The application described here computes flood magnitude estimates for selected return periods (Q(2), Q(5), Q(10), etc.) using regression equations published by the U.S. Geological Survey for each of 210 hydrologic regions. The application delineates basin boundaries and computes all basin parameters required for the flood frequency calculations. The geographic information system database that supports these calculations contains terrain data [digital elevation models (DEMs) and DEM derivatives], reference data, and 89 additional data layers related to climate, soils, geology, and land use. Initial results indicate that there are some practical limitations associated with using Q(2) regression equations to estimate flooding flow.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.4
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available