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Stability Analysis Of Troy Lock And Dam
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Book Synopsis Stability Analysis of Troy Lock and Dam by : Carl Pace
Download or read book Stability Analysis of Troy Lock and Dam written by Carl Pace and published by . This book was released on 1987 with total page 9 pages. Available in PDF, EPUB and Kindle. Book excerpt: Troy Lock, Dam, and Powerhouse are located on the Hudson River in upstate New York (Figure 1) 156 miles from New York Harbor. Troy Lock and Dam allows entrance to the New York Barge Canal which connects to the Great Lakes. This makes Troy Lock and Dam an important link for shipping and pleasure craft in the northeast. Surface concrete of Troy Lock and Dam is the deteriorated condition (Figures 2, 3, 4, and 5). Because of this deterioration, the New York District decided in 1978 to have the Structures Laboratory of the Waterways Experiment Station (WES) evaluate the condition of Troy Lock and Dam and determine what rehabilitation should be performed.
Book Synopsis Selected Water Resources Abstracts by :
Download or read book Selected Water Resources Abstracts written by and published by . This book was released on 1987 with total page 656 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Instrumentation Performance and Stability Evaluation, Troy Lock and Dam, Hudson River, New York by : United States. Army. Corps of Engineers. New York District
Download or read book Instrumentation Performance and Stability Evaluation, Troy Lock and Dam, Hudson River, New York written by United States. Army. Corps of Engineers. New York District and published by . This book was released on 1985 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Engineering Condition Survey and Evaluation of Troy Lock and Dam, Hudson River, New York by : Carl E. Pace
Download or read book Engineering Condition Survey and Evaluation of Troy Lock and Dam, Hudson River, New York written by Carl E. Pace and published by . This book was released on 1978 with total page 84 pages. Available in PDF, EPUB and Kindle. Book excerpt: In Phase I of this study, a condition survey was made of Troy Lock and Dam. Analysis of the condition survey gives adequate information for sound engineering decisions needed for developing a proposal for the total evaluation of the lock and dam, which is to be accomplished in Phase II. Initial observations of Troy Lock and Dam gave misleading impressions of structural deficiencies. The Phase I study revealed that the interior concrete of the lock is sound and of sufficient strength. The cracking of the concrete in the lock is negligible and is insignificant in the dam and gated spillway except for (a) the pier where the access to the dam tunnel on the powerhouse side of the river is located and (b) the piers of the gated section. If it is assumed that the structural evaluations in the Phase II study reveal no serious deficiencies and that the concrete in the dam and gated spillway can be effectively repaired and preventative measures implemented, the lock, dam, and gated spillway are structurally adequate and can be repaired. The Phase I study indicates that repair is highly feasible if the deficiencies listed can be economically corrected.
Book Synopsis Technical Reports Awareness Circular : TRAC. by :
Download or read book Technical Reports Awareness Circular : TRAC. written by and published by . This book was released on 1988 with total page 492 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Engineering Condition Survey and Evaluation of Troy Lock and Dam, Hudson River, New York by : Carl E. Pace
Download or read book Engineering Condition Survey and Evaluation of Troy Lock and Dam, Hudson River, New York written by Carl E. Pace and published by . This book was released on 1981 with total page 440 pages. Available in PDF, EPUB and Kindle. Book excerpt: The monoliths of Troy lock, dam, and headgate section must be rehabilitated in the near future or the concrete deterioration will progress to the point that the total structure will have to be replaced. Two specific areas of the structure are now in such a state of deterioration that they essentially will have to be replaced. The concrete in the land wall monoliths upstream of the upper gate have depths of deteriorated concrete in excess of 5 ft. The upper sections of the gated spillway to the powerhouse are so deteriorated that enough sound concrete would not remain for rehabilitation; replacement of the upper sections will be more efficient. The other portions of the lock and dam are generally sound (4000- to 5000-psi concrete interiors) and are adequate for effective and economical rehabilitation. The concrete tensile strength is low because of minor alkali-silica reaction products and ettringite coating of aggregates but it is adequate and is expected to remain adequate. The compressive (900 psi) and tensile (43 psi) strengths of the foundation material are very low but are adequate to resist bearing pressures and given excellent resistance for foundation anchors. There are no soft seams in the slaty-shale foundation. The foundation was very consistent. The predominant geological feature is bedding planes which dip downstream at 30 to 90 deg. This does not present any potential stability problems.
Book Synopsis The Structural Stability Analysis of Movable Dam by : Thomas B. Sully
Download or read book The Structural Stability Analysis of Movable Dam written by Thomas B. Sully and published by . This book was released on 1990 with total page 234 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Government Reports Announcements & Index by :
Download or read book Government Reports Announcements & Index written by and published by . This book was released on 1988 with total page 764 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Report by : United States. National Bureau of Standards
Download or read book Report written by United States. National Bureau of Standards and published by . This book was released on 1959 with total page 844 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis List of Publications of the U.S. Army Engineer Waterways Experiment Station by : U.S. Army Engineer Waterways Experiment Station
Download or read book List of Publications of the U.S. Army Engineer Waterways Experiment Station written by U.S. Army Engineer Waterways Experiment Station and published by . This book was released on 1960 with total page 152 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book NBS Special Publication written by and published by . This book was released on 1960 with total page 458 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Monthly Catalog of United States Government Publications by : United States. Superintendent of Documents
Download or read book Monthly Catalog of United States Government Publications written by United States. Superintendent of Documents and published by . This book was released on 1959 with total page 1714 pages. Available in PDF, EPUB and Kindle. Book excerpt: February issue includes Appendix entitled Directory of United States Government periodicals and subscription publications; September issue includes List of depository libraries; June and December issues include semiannual index.
Book Synopsis Government Reports Annual Index by :
Download or read book Government Reports Annual Index written by and published by . This book was released on 1988 with total page 1096 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Engineering Condition Survey and Evaluation of Troy Lock and Dam, Hudson River, New York by : Carl E. Pace
Download or read book Engineering Condition Survey and Evaluation of Troy Lock and Dam, Hudson River, New York written by Carl E. Pace and published by . This book was released on 1978 with total page 84 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis TROY LOCK AND DAM, HUDSON RIVER, TROY, NEW YORK; DESIGN MEMORANDUM NO.3, MASTER PLAN. by : United States. Army. Corps of Engineers. New York District
Download or read book TROY LOCK AND DAM, HUDSON RIVER, TROY, NEW YORK; DESIGN MEMORANDUM NO.3, MASTER PLAN. written by United States. Army. Corps of Engineers. New York District and published by . This book was released on 1976 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Stability Evaluation of Alben Barkley Lock and Dam Project by : Ronald E. Wahl
Download or read book Seismic Stability Evaluation of Alben Barkley Lock and Dam Project written by Ronald E. Wahl and published by . This book was released on 1992 with total page 326 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Engineering Condition Survey and Evaluation of Troy Lock and Dam, Hudson River, New York Report 2. Evaluation and Rehabilitation by : Carl E. Pace
Download or read book Engineering Condition Survey and Evaluation of Troy Lock and Dam, Hudson River, New York Report 2. Evaluation and Rehabilitation written by Carl E. Pace and published by . This book was released on 1981 with total page 440 pages. Available in PDF, EPUB and Kindle. Book excerpt: The monoliths of Troy lock, dam, and headgate section must be rehabilitated in the near future or the concrete deterioration will progress to the point that the total structure will have to be replaced. Two specific areas of the structure are now in such a state of deterioration that they essentially will have to be replaced. The concrete in the land wall monoliths upstream of the upper gate have depths of deteriorated concrete in excess of 5 ft. The upper sections of the gated spillway to the powerhouse are so deteriorated that enough sound concrete would not remain for rehabilitation; replacement of the upper sections will be more efficient. The other portions of the lock and dam are generally sound (4000- to 5000-psi concrete interiors) and are adequate for effective and economical rehabilitation. The concrete tensile strength is low because of minor alkali-silica reaction products and ettringite coating of aggregates but it is adequate and is expected to remain adequate. The compressive (900 psi) and tensile (43 psi) strengths of the foundation material are very low but are adequate to resist bearing pressures and given excellent resistance for foundation anchors. There are no soft seams in the slaty-shale foundation. The foundation was very consistent. The predominant geological feature is bedding planes which dip downstream at 30 to 90 deg. This does not present any potential stability problems.
