Prineville Dam: Constructed 1958-1961, Crooked River Project, Oregon; Technical Record of Design and Construction |
From inside the book
Results 1-5 of 35
Page vi
... steel reinforcement A view upstream into the stilling basin during construction of the spillway 43 45 27 . Outlet works intake structure . 48 28 . 29 . 30 . 31 . 32 . Outlet works gate chamber and adit -- Plan and sections Outlet works ...
... steel reinforcement A view upstream into the stilling basin during construction of the spillway 43 45 27 . Outlet works intake structure . 48 28 . 29 . 30 . 31 . 32 . Outlet works gate chamber and adit -- Plan and sections Outlet works ...
Page 37
... Steel pipe drain SECTION E - E 10 о 10 20 30 Original ground surface-- Drain outlets , colked joints . Batteri per foot --Zone Learth fill , specially compacted . El 3229.0 Anchor bors - 8-0 " min . Pervious backfill- Detail into rock 6 ...
... Steel pipe drain SECTION E - E 10 о 10 20 30 Original ground surface-- Drain outlets , colked joints . Batteri per foot --Zone Learth fill , specially compacted . El 3229.0 Anchor bors - 8-0 " min . Pervious backfill- Detail into rock 6 ...
Page 38
... steel rib- Drainage holes 10 ' deep Liner plates - " B " Line Line B Line " A " Line TYPICAL TUNNEL SUPPORTS Gate chamber Sta . 7 + 90.00- Original ground surface before excavation for spillway Sta . 7 + 50.00 Sta . 7 + 70.00- Sta . 8 + ...
... steel rib- Drainage holes 10 ' deep Liner plates - " B " Line Line B Line " A " Line TYPICAL TUNNEL SUPPORTS Gate chamber Sta . 7 + 90.00- Original ground surface before excavation for spillway Sta . 7 + 50.00 Sta . 7 + 70.00- Sta . 8 + ...
Page 39
... Steel air inlet pipe -F4 Finish upstream from Sta . 12 + 75.00 -El.3078.35 -El . 3078.20 Sta . 12 + 03.75 Sta.12 + 22.00 Sta.11 + 61.00- 5 @ Joint 18 @ Joint S - 0.005 , Origin S = 0.005- Provide offset in joint as shown in Detail X ...
... Steel air inlet pipe -F4 Finish upstream from Sta . 12 + 75.00 -El.3078.35 -El . 3078.20 Sta . 12 + 03.75 Sta.12 + 22.00 Sta.11 + 61.00- 5 @ Joint 18 @ Joint S - 0.005 , Origin S = 0.005- Provide offset in joint as shown in Detail X ...
Page 40
... steel air inlet pipe See Detail-- Batter per foot below E1.3087.50- El . 3092.00-- ~ El . 3087.50-3 Batter " per ... Steel pipe- PI . 90.0.x61.Dx Sta . 11 + 80.00 24 Dia . sewer pipe with calked joints -8 " Drain with open joints El ...
... steel air inlet pipe See Detail-- Batter per foot below E1.3087.50- El . 3092.00-- ~ El . 3087.50-3 Batter " per ... Steel pipe- PI . 90.0.x61.Dx Sta . 11 + 80.00 24 Dia . sewer pipe with calked joints -8 " Drain with open joints El ...
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...