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|Title:||Three-dimensional flow modeling of McNary Dam forebay, Columbia River|
|Authors:||Hammack, E. Allen.|
Smith, David S.
Temporary spillway weir
|Publisher:||Coastal and Hydraulics Laboratory (U.S.)|
Engineer Research and Development Center (U.S.)
|Series/Report no.:||ERDC/CHL ; TR-12-15.|
The U.S. Army Corps of Engineers, Walla Walla District (NWW), requested that the U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory (ERDC-CHL) model the flow conditions of McNary Dam forebay. The different flows are produced by various powerhouse/spillbay operating conditions for certain river discharges. The flow conditions, powerhouse operation schedule, and spillbay opening geometry were provided by NWW. This report contains a description of the geometry, meshing, and the flow conditions. The report also describes flow solutions obtained using the commercial flow code Fluent. Fifteen river discharge/powerhouse/spillbay operations were included in the analysis. Figures of the flow velocity, acceleration, and strain rate near each powerhouse unit and spillbay have been provided to NWW electronically.
|Rights:||Approved for public release; distribution is unlimited.|
|Appears in Collections:||Technical Report|
Files in This Item:
|CHL-TR-12-15.pdf||6.16 MB||Adobe PDF|