Prineville Dam: Constructed 1958-1961, Crooked River Project, Oregon; Technical Record of Design and Construction |
From inside the book
Results 1-5 of 22
Page vii
... face of the dam . Contractor's plant for separating zone 3 from zone 1 embankment material . 85 · · 57 . Zone 1 placing operations 58 . Zone 1 material placed in the old river channel 59 . Puddling operations against columnar rock on ...
... face of the dam . Contractor's plant for separating zone 3 from zone 1 embankment material . 85 · · 57 . Zone 1 placing operations 58 . Zone 1 material placed in the old river channel 59 . Puddling operations against columnar rock on ...
Page 19
... faces of boulders ; core ranges from fine - to medium - grained rock with one place of porphyritic basait ; from 1 to 6 long ; shot from 29.7 to 33.3 33.5-35.5 ' SAND GRAVEL and BOULDERS ; sand and angular rock cuttings in wash sample ...
... faces of boulders ; core ranges from fine - to medium - grained rock with one place of porphyritic basait ; from 1 to 6 long ; shot from 29.7 to 33.3 33.5-35.5 ' SAND GRAVEL and BOULDERS ; sand and angular rock cuttings in wash sample ...
Page 32
... face of the completed embankment at elevation 3240 , on the upstream and downstream edges of the crest , and on the down- stream face of the completed embankment at elevations 3181 and 3110 , all as shown on figure 6. Periodic ...
... face of the completed embankment at elevation 3240 , on the upstream and downstream edges of the crest , and on the down- stream face of the completed embankment at elevations 3181 and 3110 , all as shown on figure 6. Periodic ...
Page 38
... Face of concrete 3830 Adit PT . Sta 7 + 35.19 PLAN Crest of dom Sta . 1 + 00.00 Paint exposed half with plastic compound Outlet works , Sta . 8 + 00.00 Construction joint 2 Mesh # 9 goge chain link fabric where directed N. 49 , 956.00 ...
... Face of concrete 3830 Adit PT . Sta 7 + 35.19 PLAN Crest of dom Sta . 1 + 00.00 Paint exposed half with plastic compound Outlet works , Sta . 8 + 00.00 Construction joint 2 Mesh # 9 goge chain link fabric where directed N. 49 , 956.00 ...
Page 42
... faces , and the dentates have a matching 2 to 1 slope on the downstream face . A 3 - foot - thick by 12 - foot- deep cutoff wall across the full width of the structure is provided at the downstream end of the basin . The sill , the ...
... faces , and the dentates have a matching 2 to 1 slope on the downstream face . A 3 - foot - thick by 12 - foot- deep cutoff wall across the full width of the structure is provided at the downstream end of the basin . The sill , the ...
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...