Prineville Dam: Constructed 1958-1961, Crooked River Project, Oregon; Technical Record of Design and Construction |
From inside the book
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Page
... Maximum water surface 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 ...
... Maximum water surface 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 ...
Page 4
... maximum water resource development . The authorized project plan was therefore based on optimum control of the Crooked River by means of storage to supply a maximum number of acres with needed water , prevent recurrent damaging floods ...
... maximum water resource development . The authorized project plan was therefore based on optimum control of the Crooked River by means of storage to supply a maximum number of acres with needed water , prevent recurrent damaging floods ...
Page 8
... maximum development of storage on the Crooked River . The feasibility report of February 1953 presented data on the 155 , 000 - acre - foot reservoir on the Crooked River which would supply all lands of the proposed Crooked River ...
... maximum development of storage on the Crooked River . The feasibility report of February 1953 presented data on the 155 , 000 - acre - foot reservoir on the Crooked River which would supply all lands of the proposed Crooked River ...
Page 9
... maximum inflow design flood having a peak of 46,000 c.fs. and a 9 - day volume of 189,300 a.f. LINE 1 ( 21.5 ' ) us . STATION ELEVATION LOCA 3 + 00.08 3263.71 +0.04 3 + 99.63 326426 +0.25 5 + 00.64 3263.92-002 6 + 01.18 3263.77-0.16 7 + ...
... maximum inflow design flood having a peak of 46,000 c.fs. and a 9 - day volume of 189,300 a.f. LINE 1 ( 21.5 ' ) us . STATION ELEVATION LOCA 3 + 00.08 3263.71 +0.04 3 + 99.63 326426 +0.25 5 + 00.64 3263.92-002 6 + 01.18 3263.77-0.16 7 + ...
Page 10
... maximum inflow design flood having a peak of 46 , 000 second - feet and a 9 - day volume of 189 , 300 acre - feet . ( b ) Dam . --Prineville Dam is approximately 800 feet long at the 35 - foot - wide crest , elevation 3264.0 , with a ...
... maximum inflow design flood having a peak of 46 , 000 second - feet and a 9 - day volume of 189 , 300 acre - feet . ( b ) Dam . --Prineville Dam is approximately 800 feet long at the 35 - foot - wide crest , elevation 3264.0 , with a ...
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
Popular passages
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...