LOWER GRANITE LOCK AND DAM, SNAKE RIVER, OREGON, WASHINGTON AND IDAHO; DESIGN MEMORANDUM NO.8, PART 5, REAL ESTATE - REMAINDER OF PROJECT, LEFT BANK REQUIREMENTS BETWEEN SNAKE RIVER MILE 130.5 AND 141.5, RIGHT BANK REQUIREMENTS BETWEEN SNAKE RIVER MILE 139.3 AND 147.5, LEFT BANK REQUIREMENTS BETWEEN CLEARWATER RIVER MILE 0 AND 4.5


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Dams and Public Safety


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Repair and Rehabilitation of Dams


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This study was conducted to identify methods that have been used in the repair and rehabilitation of concrete dams. Information was obtained through literary searches, discussions with project personnel, and visits to project sites. Each case history includes a background of the project, the deficiency that necessitated repair or rehabilitation, and descriptions of materials and methods used in the repair or rehabilitation. When available, the cost of the repair project and the performance of the repair to date have been included. Case histories included in this report cover a range of deficiencies in concrete structures, including cracking, spalling, erosion, leakage, inadequate PMF capacity, expansion resulting from alkali-aggregate reaction, instability, and insufficient storage capacity.




Pentagon 9/11


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The most comprehensive account to date of the 9/11 attack on the Pentagon and aftermath, this volume includes unprecedented details on the impact on the Pentagon building and personnel and the scope of the rescue, recovery, and caregiving effort. It features 32 pages of photographs and more than a dozen diagrams and illustrations not previously available.




The History of Large Federal Dams


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Explores the story of Federal contributions to dam planning, design, and construction.




A River in Common


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Report to the Western Water Policy Review Advisory Commission.