Prineville Dam: Constructed 1958-1961, Crooked River Project, Oregon; Technical Record of Design and Construction |
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Page
... Spillway Location and type : Concrete crest and concrete chute at right abutment , uncontrolled Crest elevation : 3234.8 Crest width : 20 feet Capacity : 8 , 120 second - feet at maximum water surface elevation 3257.9 Outlet Works ...
... Spillway Location and type : Concrete crest and concrete chute at right abutment , uncontrolled Crest elevation : 3234.8 Crest width : 20 feet Capacity : 8 , 120 second - feet at maximum water surface elevation 3257.9 Outlet Works ...
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... Spillway and outlet works Page 144444 10 10 10 10 999 10 10 . Cost summary • 10 CHAPTER II . GEOLOGY 11 . Regional ... SPILLWAY AND OUTLET WORKS A. Spillway and Outlet Works Design Criteria 18 . Hydrologic requirements · • 23 23 23 23 29 ...
... Spillway and outlet works Page 144444 10 10 10 10 999 10 10 . Cost summary • 10 CHAPTER II . GEOLOGY 11 . Regional ... SPILLWAY AND OUTLET WORKS A. Spillway and Outlet Works Design Criteria 18 . Hydrologic requirements · • 23 23 23 23 29 ...
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... Spillway Design 21 . 22 . Description • ( a ) Approach channel . ( b ) Inlet structure c ) Crest structure ( d ) Chute . ( e ) Stilling basin ( f ) Outlet channel Structural design . ( a ) General . • ( b ) Inlet channel walls ( c ) ...
... Spillway Design 21 . 22 . Description • ( a ) Approach channel . ( b ) Inlet structure c ) Crest structure ( d ) Chute . ( e ) Stilling basin ( f ) Outlet channel Structural design . ( a ) General . • ( b ) Inlet channel walls ( c ) ...
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... 45 . Tunnel , adit , and access shaft . Spillway . • • • 69 69 69 70 70 70 70 71 71 71 88 8 22 22 2 2 2 2 72 72 73 73 74 74 74 75 75 75 75 जै जै जै जै 75 77 • 77 82 Section 46 . Access road • 47 . Dam foundation iii.
... 45 . Tunnel , adit , and access shaft . Spillway . • • • 69 69 69 70 70 70 70 71 71 71 88 8 22 22 2 2 2 2 72 72 73 73 74 74 74 75 75 75 75 जै जै जै जै 75 77 • 77 82 Section 46 . Access road • 47 . Dam foundation iii.
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... Spillway crest grouting Foundation grouting . • • • 88 91 91 • 91 93 93 93 1 93 93 • 93 93 • • 96 • 97 85558 97 97 ... Spillway and stilling basin . Intake structure • • Second - stage placements • • • F. Miscellaneous Installations 72 ...
... Spillway crest grouting Foundation grouting . • • • 88 91 91 • 91 93 93 93 1 93 93 • 93 93 • • 96 • 97 85558 97 97 ... Spillway and stilling basin . Intake structure • • Second - stage placements • • • F. Miscellaneous Installations 72 ...
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...