Prineville Dam: Constructed 1958-1961, Crooked River Project, Oregon; Technical Record of Design and Construction |
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... elevation : 3257.9 Total capacity to normal water surface elevation 3234. 8 : 155 , 000 acre - feet Active capacity ( elevation 3114. 0 to elevation 3234.8 ) : 153 , 000 acre - feet Surface area at elevation 3234.8 : 3,010 acres Dam ...
... elevation : 3257.9 Total capacity to normal water surface elevation 3234. 8 : 155 , 000 acre - feet Active capacity ( elevation 3114. 0 to elevation 3234.8 ) : 153 , 000 acre - feet Surface area at elevation 3234.8 : 3,010 acres Dam ...
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... . Bureau of Reclamation. 8-15-63 Gift Engin Frontispiece -- Prineville Dam and Reservoir viewed from rim of Crooked River gorge . Water surface is at elevation 3217. P113-129-823 . July 19 , 1961 . Downlomm potom h * A 1911AL61 Figure 4 .
... . Bureau of Reclamation. 8-15-63 Gift Engin Frontispiece -- Prineville Dam and Reservoir viewed from rim of Crooked River gorge . Water surface is at elevation 3217. P113-129-823 . July 19 , 1961 . Downlomm potom h * A 1911AL61 Figure 4 .
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... ELEVATION SCALE OF FEET 3050 PROFILE ONE CREST OF DAM ELEVATION Figure 6. --General plan and sections of Prineville Dam . E.LD. TRACED .... RECOMMENDED . TUY liener CHECKED RS HEL APPROVED DENVER , COLORADO , APRIL 10 , bloodgood . 113 ...
... ELEVATION SCALE OF FEET 3050 PROFILE ONE CREST OF DAM ELEVATION Figure 6. --General plan and sections of Prineville Dam . E.LD. TRACED .... RECOMMENDED . TUY liener CHECKED RS HEL APPROVED DENVER , COLORADO , APRIL 10 , bloodgood . 113 ...
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... elevation 3257.9 will extend about 14 miles up the Crooked River ( figs . 4 and 5 ) . The reservoir capacity at normal water surface elevation 3234.8 will be 155,000 acre - feet , distributed as shown in the following tabulation ...
... elevation 3257.9 will extend about 14 miles up the Crooked River ( figs . 4 and 5 ) . The reservoir capacity at normal water surface elevation 3234.8 will be 155,000 acre - feet , distributed as shown in the following tabulation ...
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... ELEVATION 3230 3210 LOX - AXT DH - 8 EI 3199.3 -SOIL and TALUS 3190 3170 3150 3130 " Eht Π 3110 3090 3070 PROJ DH - 6 PROJ DH - 6 EI 3079.6 EI . 3077.3 -GRAVEL , SAND and BOULDERS GRAVEL , and BOULDERS BOULDERS -BASALT , block to bluish ...
... ELEVATION 3230 3210 LOX - AXT DH - 8 EI 3199.3 -SOIL and TALUS 3190 3170 3150 3130 " Eht Π 3110 3090 3070 PROJ DH - 6 PROJ DH - 6 EI 3079.6 EI . 3077.3 -GRAVEL , SAND and BOULDERS GRAVEL , and BOULDERS BOULDERS -BASALT , block to bluish ...
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...