John Day Lock and Dam, Columbia River, Washington and Oregon
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Published: 1965
Total Pages: 82
ISBN-13:
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Author:
Publisher:
Published: 1965
Total Pages: 82
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Published: 1975
Total Pages: 198
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DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers. Portland District
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Published: 1982
Total Pages: 212
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DOWNLOAD EBOOKAuthor: United States. Engineers Corps
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Published: 1957
Total Pages: 44
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DOWNLOAD EBOOKAuthor: United States. Congress. House. Committee on Rivers and Harbors
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Published: 1939
Total Pages: 34
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DOWNLOAD EBOOKAuthor: Walla Walla District Corps of Engineers
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Published: 1961
Total Pages:
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DOWNLOAD EBOOKAuthor: Roberta Ulrich
Publisher:
Published: 1999
Total Pages: 268
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DOWNLOAD EBOOK"Ulrich's broad and incisive account ranges from descriptions of the dam's disastrous effects on a salmon-dependent culture to portraits of the plight of individual Indian families. Descendants of those to whom the promise was made and activists who have spent their lives working to acquire the sites reveal the remarkable patience and resiliance of the Columbia River Indians."--BOOK JACKET.
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Published: 1996-09-01
Total Pages: 282
ISBN-13: 9781423575085
DOWNLOAD EBOOKRiver flows passed through the spillways of the dams located on the lower Columbia and lower Snake Rivers produce water that is supersaturated with dissolved gases. These high levels of dissolved gases are detrimental to aquatic life. In the 1970's, spillway deflectors were installed on the spillways of several U.S. Army Corps of Engineers' projects (Bonneville, McNary, Lower Monumental, Little Goose, and Lower Granite Dams) to reduce the high levels of total dissolved gas (TDG) produced. However, in 1976, it was decided to postpone the construction of deflectors at Ice Harbor Dam. Key fishery researchers of that time judged that spillway deflectors at Ice Harbor Dam would cause poor hydraulic conditions in the tailrace that would likely delay or block adult fish passage. Also, the severity and frequency of TDG supersaturation downstream of Ice Harbor Dam was expected to be reduced significantly in the near future because of several factors. These factors included: (1) the recent completion of all six powerhouse turbines at Ice Harbor Dam, which would significantly reduce the amount of spill discharge required during periods of high flow; (2) the recently completed Dworshak Dam, having 3 million acre feet of active flood control storage, which would also reduce the amount of spill required at Ice Harbor Dam due to high flows; and (3) the installation of spillway deflectors and the accelerated schedule for turbine installation at the three lower Snake River dams upstream of Ice Harbor Dam, which would reduce the frequency and level of TDG entering the forebay of Ice Harbor Dam in the near future. This reduction of TDG in the forebay was expected to reduce, to some extent, the level of TDG downstream of Ice Harbor Dam as well. Operation of Ice Harbor Dam has changedh-IS)GT*GD,G9>G-* (DES(