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https://hdl.handle.net/11681/21428| Title: | Model study of the spillway for the Santee River Dam |
| Authors: | U.S. Army Engineer Waterways Experiment Station. |
| Keywords: | Spillways Hydraulic models Santee River Dam (S.C.) |
| Publisher: | U.S. Army Engineer Waterways Experiment Station. Engineer Research and Development Center (U.S.) |
| Description: | Technical memorandum General: This memorandum constitutes a final report of the model study performed at the U. S. Waterways Experiment Station on the spillway for the Santee River dam. The principal investigations were conducted on a six-bay model, which was built, undistorted, to the linear scale ratio, model-to-prototype, of 1 to 36; supplementary observation tests were conducted upon a single-bay model constructed in a glass flume to the linear scale ratio , model-to- prototype, of 1 to 50. The general purpose of the model study was to develop an adequate design for the spillway and to obtain certain hydraulic characteristics considered essential to its successful operation. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/21428 |
| Appears in Collections: | Technical Memorandum |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| WES-Technical-Memorandum-No.168-1.pdf | 28.4 MB | Adobe PDF |  View/Open |