TECHNICAL PAPERS
Jun 14, 2002

Coupling HEC-HMS with Atmospheric Models for Prediction of Watershed Runoff

Publication: Journal of Hydrologic Engineering
Volume 7, Issue 4

Abstract

The operation of reservoirs in the Sierra Nevada mountains of California for flood control relies on forecasts of reservoir inflows. In the past, accurate forecasts of the reservoir inflows resulting from watershed runoff have been made, but only after the water has entered the main channel. During flooding events, this limits the amount of time available for the implementation of emergency management procedures. Translating precipitation forecasts into runoff forecasts can greatly improve the runoff-forecast lead time. The operational National Center for Environmental Prediction Eta model provides 48-h-ahead forecasts of precipitation in 6-h intervals in a 40×40km gridded form. In this study, the mesoscale model, MM5, is used to transfer the Eta forecast data down to the appropriate space and time scales required to link the Eta model precipitation forecast results to the watershed model, HEC-HMS, for runoff prediction. An initial diagnostic study of this procedure has been performed on the Calaveras River watershed in Northern California. Initial results indicate that: (1) model parameterization choice in MM5 is necessary to refine the precipitation forecasts; (2) the method shows promise for generating 48-h-ahead forecasts of reservoir inflows; and (3) calibration of the HEC-HMS model with distributed precipitation is necessary for this methodology. This paper presents the study results along with a discussion of the methodology.

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References

Burks, J.E., and Staudenmaier, M.J. (1996). “A comparison of the Eta and the Meso Eta models during the 11–12 December 1995 storm of the decade.” WR-Tech. Attachment 96-21.
Charley, W. (1986). “Weather radar as an aid to real-time water control.” MS thesis, Univ. of California, Davis, Calif.
Coontz, R.(1994). “Digital rivers—flood forecasting is about to get a badly needed overhaul.” Science, 34(4), 21.
Dudhia, J.(1993). “A nonhydrostatic version of the Penn State/NCAR mesoscale model: validation tests and simulation of an Atlantic cyclone and cold front.” Mon. Weather Rev., 121, 1493–1515.
Franchini, M., and Lamberti, P.(1994). “A flood routing Muskingum type simulation model based on level data alone.” Water Resour. Res., 30(7), 2183–2196.
Grell, G., Dudhia, J., and Stauffer, D. (1994). “A description of the fifth-generation Penn State/NCAR mesoscale model (MM5).” NCAR Tech. Note NCAR/TN-398+STR, National Center for Atmospheric Research, Boulder, Colo.
James, W., Robinson, C., and Bell, J.(1993). “Radar-assisted real-time flood forecasting.” J. Water Resour. Plan. Manage., 119(1), 32–44.
Janish, P.R., and Weiss, S.J. (1996). “Evaluation of various mesoscale phenomena associated with severe convection during VORTEX-95 using the Meso Eta model.” Proc., 15th Conf. on Weather Analysis and Forecasting, American Meteorological Society, Boston, preprint.
Kavvas, M., and Chen, Z. (1998). “Meteorologic model interface for HEC-HMS NCEP Eta atmospheric model and HEC hydrologic modeling system.” Rep. prepared for the USACE-HEC, United States Army Corps of Engineers, Hydrologic Engineering Center, Davis, Calif.
Lamberti, P., and Pilati, S.(1996). “Flood propagation models for real-time forecasting.” J. Hydrol., 175(1-4), 239–265.
Mimikou, M.(1996). “Flood forecasting based on radar rainfall measurements.” J. Water Resour. Plan. Manage., 122(3), 151–156.
National Weather Service. (1997). “Disastrous floods from the severe winter storms in California, Nevada, Washington, Oregon, and Idaho: December 1996–January 1997.” Natural Disaster Survey Rep., National Oceanographic and Atmospheric Administration, National Weather Service, Silver Spring, Md.
Schneider, R.S., Junker, N.W., Eckert, M.T., and Considine, T.M. (1996). “The performance of the 29 km Meso Eta model in support of forecasting at the Hydrometeorological Prediction Center.” Proc., 15th Conf. on Weather Analysis and Forecasting, American Meteorological Society, Boston, preprint.
Staudenmaier, M.J. (1996a). “A description of the Meso Eta model.” NWS Western Region Technical Attachment No. 96-06, NWS Western Region, Salt Lake City.
Staudenmaier, M.J. (1996b). “The initialization procedure in the Meso Eta model.” NWS Western Region Technical Attachment No. 96-30, NWS Western Region, Salt Lake City.
U.S. Army Corps of Engineers (USACE). (1987). “Real-time flood forecasting and reservoir regulation in the Calaveras River Basin.” Project Rep. No. 87-2, Washington, D.C.
U.S. Army Corps of Engineers Hydrologic Engineering Center (USACE-HEC). (1996). GridParm procedures for deriving grid cell parameters for the ModClark rainfall-runoff model—user’s manual, USACE-HEC, Davis, Calif.
U.S. Army Corps of Engineers Hydrologic Engineering Center (USACE-HEC). (1998). HEC-HMS Hydrologic Modeling System user’s manual, USACE-HEC, Davis, Calif.
Yapo, P., Sorooshian, S., and Gupta, V.(1993). “A Markov chain flow model for flood forecasting.” Water Resour. Res., 29(7), 2427–2436.

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Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 7Issue 4July 2002
Pages: 312 - 318

History

Received: Dec 3, 1999
Accepted: Oct 16, 2001
Published online: Jun 14, 2002
Published in print: Jul 2002

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Authors

Affiliations

M. L. Anderson, M.ASCE
Researcher, Civil and Environmental Engineering, Univ. of California at Davis, Davis, CA 95616.
Z.-Q. Chen, M.ASCE
Researcher, Civil and Environmental Engineering, Univ. of California at Davis, Davis, CA 95616.
M. L. Kavvas, M.ASCE
Professor, Civil and Environmental Engineering, Univ. of California at Davis, Davis, CA 95616.
Arlen Feldman, M.ASCE
Head, Research Division, United States Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA 95616.

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