Prineville Dam: Constructed 1958-1961, Crooked River Project, Oregon; Technical Record of Design and Construction |
From inside the book
Results 1-5 of 57
Page iv
... Rock quarries Separation plant • · • Page 82 • • 82 84 84 · • • • · • • 84 • · 87 88 B. Embankment Construction book . 50 . 51 . Prep General Zone 1 • • · ( a ) Rolled embankment P ( b ) Power tamping ( c ) Puddled fill • 52 . Zone 2 ...
... Rock quarries Separation plant • · • Page 82 • • 82 84 84 · • • • · • • 84 • · 87 88 B. Embankment Construction book . 50 . 51 . Prep General Zone 1 • • · ( a ) Rolled embankment P ( b ) Power tamping ( c ) Puddled fill • 52 . Zone 2 ...
Page vii
... rock quarry adjacent to station 13 + 00 of the relocated highway , as it was placed in the embankment . Rock quarry at mouth of Bear Creek Using a rock rake attached to the front end of a crawler tractor to move larger rock to the ...
... rock quarry adjacent to station 13 + 00 of the relocated highway , as it was placed in the embankment . Rock quarry at mouth of Bear Creek Using a rock rake attached to the front end of a crawler tractor to move larger rock to the ...
Page 1
... as hogback ridges and isolated rock masses . This topography is smoothed in places by a nearly horizontal flow of rhyolite . 7.105 . 44 ° 30 12 U.S. 126 20 U.S. 1 HISTORY AND DESCRIPTION Purpose of project Climate Physiography History.
... as hogback ridges and isolated rock masses . This topography is smoothed in places by a nearly horizontal flow of rhyolite . 7.105 . 44 ° 30 12 U.S. 126 20 U.S. 1 HISTORY AND DESCRIPTION Purpose of project Climate Physiography History.
Page 4
... rock , had deteriorated to the extent that immediate renabilitation was necessary . A separate appropriation for reconstruction of the dam was provided by the 80th Congress , 2d Session , in 1948. After the dam was placed in full ...
... rock , had deteriorated to the extent that immediate renabilitation was necessary . A separate appropriation for reconstruction of the dam was provided by the 80th Congress , 2d Session , in 1948. After the dam was placed in full ...
Page 9
... rock EL 3230.0 --- -Chain link fence Intake structure Sta . 199.00 ---- Sta 7 + 40.00 " Crest El 3234.80- -Original ground surface Sill El 3112.00 --- 2416HP Regulating gates-- 2-416 H.P. Emergency gates- . Gate chamber Sta 7 + 90.00 ...
... rock EL 3230.0 --- -Chain link fence Intake structure Sta . 199.00 ---- Sta 7 + 40.00 " Crest El 3234.80- -Original ground surface Sill El 3112.00 --- 2416HP Regulating gates-- 2-416 H.P. Emergency gates- . Gate chamber Sta 7 + 90.00 ...
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...