US Army Corps of Engineers,
     Portland District, Reservoir Regulation & Water Quality Section

SUMMARY OF REPORT


Preparation of this report was authorized by the U.S. Army Corps of Engineers (COE) under Delivery Order No. 0001 of Contract DACW57-96-D-0011 with Northwest Hydraulic Consultants, Inc.

The purpose of this report is to document the meteorological and hydrologic conditions associated with the flood of February 1996. It is intended to provide a reference base for future hazard mitigation planning, disaster preparedness planning, floodplain delineation studies, evaluation of project operation effectiveness, and environmental effects.

The report is a guidebook to observed hydrologic conditions and flood management efforts during a large northwest flood. It draws upon and complements a previous postflood report prepared by the Portland District COE to document the District's last major flood event which occurred in December 1964. This report differs from the 1964 postflood report in the following respects:

The major emphasis of the report is on the hydrologic and meteorologic aspects of the February 1996 event.

The report is organized into thirteen chapters covering six major subject areas, followed by Figures, Tables, and Appendices. A sleeve is provided at the end of the report for a CD-ROM disk containing all of the hydrometeorological data which were collected during the study, together with related work products of possible use to others.

The six major subject areas covered by the text of the report are organized by subject and geographic area so that information of interest can be readily located from the table of contents. The major subject areas are: All frequency analyses of rainfall and streamflow data, as well as a summary of project operations (i.e., percent of flood control reservoir flood storage used) are contained in Chapters 4 and 5, so that all similar data analyses are summarized in one location. The basin-by-basin assessments of Chapters 6 through 12 restate the results of those analyses, provide plots of the rainfall and streamflow data, and identify relevant sections in Chapter 13 for basin-specific flood damage and flood fight information.

Files provided on the CD-ROM were prepared with a number of public-domain and proprietary software programs which are required to make effective use of the digital data. These programs are not included with the CD-ROM. Hydrometeorological data are archived using COE Hydrologic Engineering Center Data Storage System (HECDSS) software. Flood and precipitation frequency analyses files are in COE Hydrologic Engineering Center Flood Frequency Analysis (HECFFA) format. Basin mapping is provided in Bentley Systems (formerly Intergraph) Microstation 95. Figures excluding mapping were prepared using Golden Software GRAPHER, Version 1.30. Tables and worksheets for GRAPHER files are in Microsoft Excel, Version 5.0. The report text is in Microsoft Word for Windows, Version 6.0.


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