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AVAILABLE FROM THE NATIONAL TECHNICAL INFORMATION SERVICE AS AD-718 222, $3.00 IN PAPER COPY, $0.95 IN MICROFICHE. WES TECHNICAL REPORT 2-657, SEPT 64. 42 P, 01/1901
...; THUS INITIAL FLOWS WILL DISCHARGE INTO A DRY EXIT CHANNEL UNDER A 23.5-FT HEAD. A 1:50-SCALE MODEL WAS USED TO STUDY SPILLWAY PERFORMANCE WHEN THIS STRUCTURE IS THE CONTROL AND SUPERCRITICAL FLOW PREDOMINATES. A SHALLOW (6.5-FT-DEEP... 
MISSOURI | OAHE DAM | MODEL STUDIES | WEIRS | MISSOURI RIVER | SHALLOW WATER | DAMS | SPILLWAYS | FLOW | CONCRETE | RIPRAP
Journal Article
AVAILABLE FROM THE NATIONAL TECHNICAL INFORMATION SERVICE AS AD-718 223, $3.00 IN PAPER COPY, $0.95 IN MICROFICHE. WES TECHNICAL REPORT 2-653, AUG 64. 98 P, 01/1901
... GRAVITY AND EARTH EMBANKMENT STRUCTURE RISING 253 FT ABOVE THE BED OF THE RIO GRANDE. THE SPILLWAY CONSISTS OF AN OGEE CREST CONTROLLED BY 16 TAINTER GATES, 50 FT WIDE AND 54 FT HIGH, AND A HYDRAULIC JUMP TYPE STILLING BASIN... 
AMISTAD DAM | ABUTMENTS | WALLS | SOILS | DRAINAGE | STILLING BASINS | ALTITUDE | SPILLWAYS | RIO GRANDE RIVER | CONCRETE | HYDROSTATIC PRESSURE | MODEL STUDIES | WEIRS | DAMS | FOUNDATIONS
Journal Article
01/1901
.... The development of defects certainly weaken the structures and reduce the expected life time of structures... 
damage | reinforced concrete
Book Chapter
Available from the National Technical Information Service, Springfield VA 22161, as AD-A195 637. Price codes: A04 in paper copy, A01 in microfiche. Technical Report, April l988. 63p, 44 fig, 2 tab, 33 ref. Department of the Army Contract DAJA4S-86-M-0489, 01/1901
The sliding stability of a rock mass forming the foundation or the abutments of concrete dams, of a natural slope, or of a cut cannot be measured directly but... 
Water pressure | Dam failure | Rock mechanics | Europe | Rockslides | Dam foundations | Slope stability | Stability analysis | Foundation failure | Concrete dams | Rocks | Dam stability | Foundation rocks
Journal Article
Municipal Engineer (Johannesburg) Vol 10, No 1, p 33-35, January-February, 01/1901
A dam and 44 Km of canal are being constructed at a cost of R18 million by S. Hilton Barber (Swaziland) (Pty) Limited for the Swaziland Government 's Ministry... 
Flood protection | Irrigation canals | Earth dams | Impounded waters | Diversion | concrete-lined canals | Diversion structures | Hydraulic structures | Dam construction | Foreign countries | Dam sites | Sugarcane | Irrigation engineering
Journal Article
01/1901
.... It is feasible that the techniques outlined could be used in AI-based evaluation tools for RC slabs and other RC structures. 
reinforced concrete
Book Chapter
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