Prineville Dam: Constructed 1958-1961, Crooked River Project, Oregon; Technical Record of Design and Construction |
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... feet Active capacity ( elevation 3114. 0 to elevation 3234.8 ) : 153 , 000 acre - feet Surface area at elevation 3234.8 : 3,010 acres Dam Type : Zoned earthfill Foundation : Jointed basaltic lava Volume : 1 , 424 , 000 cubic yards ...
... feet Active capacity ( elevation 3114. 0 to elevation 3234.8 ) : 153 , 000 acre - feet Surface area at elevation 3234.8 : 3,010 acres Dam Type : Zoned earthfill Foundation : Jointed basaltic lava Volume : 1 , 424 , 000 cubic yards ...
Page vi
... feet Temporary 48 - inch - diameter diversion pipe along right abutment River diverted through a 25 - foot - wide channel next to the left abutment . . . 78 79 80 Truck - mounted drilling jumbo operating at the diversion tunnel inlet ...
... feet Temporary 48 - inch - diameter diversion pipe along right abutment River diverted through a 25 - foot - wide channel next to the left abutment . . . 78 79 80 Truck - mounted drilling jumbo operating at the diversion tunnel inlet ...
Page 1
... feet , a joint - use storage of 60 , 000 acre - feet , and a surcharge of 79 , 700 acre - feet . The development will provide water to 15 , 640 irrigable acres within Ochoco Irrigation District of which 8 , 260 acres will receive ...
... feet , a joint - use storage of 60 , 000 acre - feet , and a surcharge of 79 , 700 acre - feet . The development will provide water to 15 , 640 irrigable acres within Ochoco Irrigation District of which 8 , 260 acres will receive ...
Page 5
... FEET PER FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC 1945 MAR APR JUNE JULY 1946 TOTAL RUNOFF 347,800 A.F. AUG SEPT OCT NOV DEC MOMENTARY PEAK 1,550 C.FS. TOTAL RUNOFF 126,900 AF . MEAN DAILY DISCHARGE NI THOUSANDS OF ว เอก ว FEET ...
... FEET PER FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC 1945 MAR APR JUNE JULY 1946 TOTAL RUNOFF 347,800 A.F. AUG SEPT OCT NOV DEC MOMENTARY PEAK 1,550 C.FS. TOTAL RUNOFF 126,900 AF . MEAN DAILY DISCHARGE NI THOUSANDS OF ว เอก ว FEET ...
Page 7
... FEET 2000 3000 aw Boundary Figure 5 .-- Prineville Reservoir -- Upstream portion . SLIL 5911 UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION CROOKED RIVER PROJECT - OREGON PRINEVILLE DAM RESERVOIR AREA 8.98,000 M. 49,000 ...
... FEET 2000 3000 aw Boundary Figure 5 .-- Prineville Reservoir -- Upstream portion . SLIL 5911 UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION CROOKED RIVER PROJECT - OREGON PRINEVILLE DAM RESERVOIR AREA 8.98,000 M. 49,000 ...
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...