Prineville Dam: Constructed 1958-1961, Crooked River Project, Oregon; Technical Record of Design and Construction |
From inside the book
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Page
... base width : 950 feet Crest length : 800 feet Crest elevation : 3264.0 Spillway Location and type : Concrete crest and concrete chute at right abutment , uncontrolled Crest elevation : 3234.8 Crest width : 20 feet Capacity : 8 , 120 ...
... base width : 950 feet Crest length : 800 feet Crest elevation : 3264.0 Spillway Location and type : Concrete crest and concrete chute at right abutment , uncontrolled Crest elevation : 3234.8 Crest width : 20 feet Capacity : 8 , 120 ...
Page v
... base with a hemispherical shell cover . E. Beggs deformeter stress analysis of the outlet works conduit for Prineville Dam . F. Selected bibliography • LIST OF TABLES Table 1 .-- Lost time accident summary Table 2. --Summary of concrete ...
... base with a hemispherical shell cover . E. Beggs deformeter stress analysis of the outlet works conduit for Prineville Dam . F. Selected bibliography • LIST OF TABLES Table 1 .-- Lost time accident summary Table 2. --Summary of concrete ...
Page 15
... base BASALT , block , fine - grained , slightly vesicular , hard and fresh GRAVEL , coarse , tightly packed , large cobbles 22-27- 3050 9-20-44 NOTE : 0-3 ' dug . 3030 3010 2990 2070 BASALT , bluish black , vesicular , fractured ...
... base BASALT , block , fine - grained , slightly vesicular , hard and fresh GRAVEL , coarse , tightly packed , large cobbles 22-27- 3050 9-20-44 NOTE : 0-3 ' dug . 3030 3010 2990 2070 BASALT , bluish black , vesicular , fractured ...
Page 23
... base of the cutoff trench was adopted in part to compensate for this difficulty and in part to provide a sufficiently long contact so that piping along the founda- tion contact would not develop . 15. Construction Materials . ( a ) ...
... base of the cutoff trench was adopted in part to compensate for this difficulty and in part to provide a sufficiently long contact so that piping along the founda- tion contact would not develop . 15. Construction Materials . ( a ) ...
Page 47
... base for diversion . The bellmouthed sill is at elevation 3112.00 , 26. 5 feet above the centerline of the tunnel . The superstructure is hexagonal in plan , having a face to face diameter of 22 feet 8-1 / 2 inches , with six ...
... base for diversion . The bellmouthed sill is at elevation 3112.00 , 26. 5 feet above the centerline of the tunnel . The superstructure is hexagonal in plan , having a face to face diameter of 22 feet 8-1 / 2 inches , with six ...
Common terms and phrases
access shaft acre-feet adit Air inlet pipe Anchor bars approx backfill BASALT borrow area BOULDERS reported breccia brown sand BUREAU OF RECLAMATION CALCITE columnar basalt concrete construction contractor crest Crooked River project CYLINDER dense DENVER depth DOME downstream drain elevation embankment Figure fine-grained floor fragments gate chamber GRAVEL GRAVEL and BOULDERS grout HARD TO EXCAVATE hoop stress installed intake structure large amt left abutment LIMIT OF EQUIPMENT load measured when hole PALAGONITE pounds per square Prineville Dam PROJ DH pumice REACHED LIMIT RECLAMATION CROOKED RIVER reported by drillers reservoir water right abutment riprap SCALE OF FEET SECTION shaft house SILT SILTY SAND slightly vesicular slightly weathered slope small roots spillway spillway and outlet square inch station steel stilling basin stress subangular TALUS Total hoop tunnel upstream vertical vesicles vesicular wall wash sample contained Water level measured Water loss water-cement ratio YARD BACKHOE zone
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Page 70 - Officer in writing of: (1) subsurface or latent physical conditions at the site differing materially from those indicated in this contract, or (2) unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inhering in work of the character provided for in this contract.
Page 126 - Stresses were determined using the general theory of cylindrical and hemispherical shells in which the thickness of the shell is small compared to the radius of the cylinder or hemisphere. In the present analysis, thicknesses of 0.15R and 0.20P were used. With wall dimensions of these magnitudes, the usual "membrane...