Author: United States. Army. Corps of Engineers. Louisville DistrictPublisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
PATOKA LAKE, DAM, DIKE AND SPILLWAY, FOUNDATION REPORT, BASIC REPORT, APP. B., APP. D, APP. E.
Author: United States. Army. Corps of Engineers. Louisville DistrictPublisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Patoka Lake Foundation Report. Book 5. Appendix E. Special Grouting Analysis Report
Author: Samuel BartlettFoundation Report, Spillway, McNary Lock and Dam, Chapter V.
Author: Walla Walla District Corps of EngineersPublisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Foundation Report: Introduction and spillway
Author: Publisher:
ISBN:
Category : Dalles Dam (Or. and Wash.)
Languages : en
Pages : 0
Book Description
Forensic Report
Author: Publisher:
ISBN:
Category : Diversion structures (Hydraulic engineering)
Languages : en
Pages : 198
Book Description
Translated to Japanese, recto pages, from English, verso pages.
Final Foundation Report
Author: Robert C. BehmPublisher:
ISBN:
Category : Flood dams and reservoirs
Languages : en
Pages : 254
Book Description
Foundation Report
Author: United States. Army. Corps of Engineers. Seattle DistrictPublisher:
ISBN:
Category : Dams
Languages : en
Pages : 59
Book Description
Completion of Embankment and Spillway, Joe Pool Lake, Mountain Creek, Texas
Author: Alan J. MarrPublisher:
ISBN:
Category : Hydraulic structures
Languages : en
Pages :
Book Description
Survey Report for Flood Control and Water Resources Development, Patoka River Basin, Indiana
Author: J. Edwin GarrisonPublisher:
ISBN:
Category : Engineering geology
Languages : en
Pages : 298
Book Description
Structural Stability Evaluation, Pokegama Dam
Author: Carl E. PacePublisher:
ISBN:
Category : Concrete dams
Languages : en
Pages : 63
Book Description
The 77-year old surface concrete of Pokegama Dam is generally in excellent condition. The average unconfined compressive strength of the concrete above approximately el 1264 is 4900 psi. The remainder of the concrete has a compressive strength at least as low as 1360 psi. The monoliths of Pokegama Dam are adequate in their resistance to overturning, sliding, and base pressures if the clay seams in the foundation are investigated and found to be of such an extent and nature that stability and underseepage at the seams are not a problem. Except for the clay seams, the foundation material under Pokegama Dam appears to be competent and adequate. The small amount of deteriorated concrete, mainly at the downstream ends of the piers should be repaired in order to prevent the entrance of water into cracks which will stop the freezing and thawing deterioration and eliminate the need for more costly repairs in the future. The foundation is variable with clay seams present in core P-P4. It is recommended to: (a) Determine the extent of clay seams beneath the dam in the area of pier 4 by drilling upstream, between, and downstream of the piers. (b) Evaluate the effect of the clay seams on the structural stability of the dam piers. (c) Take remedial action necessary to insure that the possibility of any seams washing out is reduced to an acceptable level. The right embankment of the dam should be investigated for voids and imperviousness. (Author).