Ruedi Dam and Reservoir, technical record of design and construction: Fryingpan-Arkansas project, Colorado |
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... outlet and auxiliary outlet works . A wye to a short 76 - inch ( 1.93 - meter ) diameter steel pipe with a dished head is provided just ahead of the control house for service to a future pipeline which will supply water to the potential ...
... outlet and auxiliary outlet works . A wye to a short 76 - inch ( 1.93 - meter ) diameter steel pipe with a dished head is provided just ahead of the control house for service to a future pipeline which will supply water to the potential ...
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Fryingpan-Arkansas project, Colorado United States. Bureau of Reclamation. Auxiliary Outlet Works Location and type : Comprises at the right abutment of the dam , an intake structure with trashracks , a 6 - foot ( 1.83 - meter ) diameter ...
Fryingpan-Arkansas project, Colorado United States. Bureau of Reclamation. Auxiliary Outlet Works Location and type : Comprises at the right abutment of the dam , an intake structure with trashracks , a 6 - foot ( 1.83 - meter ) diameter ...
Page iv
... Outlet Works 51. Description ( a ) General ( b ) Intake structure ( c ) Tunnels ( d ) Gate chamber ( e ) Channel ... Auxiliary Outlet Works 55. Description ( a ) General ( b ) Intake structure ( c ) Tunnels 76 76 76 76 ( d ) Gate chamber ...
... Outlet Works 51. Description ( a ) General ( b ) Intake structure ( c ) Tunnels ( d ) Gate chamber ( e ) Channel ... Auxiliary Outlet Works 55. Description ( a ) General ( b ) Intake structure ( c ) Tunnels 76 76 76 76 ( d ) Gate chamber ...
Page v
... auxiliary outlet works ( a ) Discharge capacity 57. Hydraulic model studies 58. Structural design of auxiliary outlet works ( a ) General ( b ) Intake structure ( c ) Tunnels ( d ) Gate chamber ( e ) Shaft house , shaft , and adits 59 ...
... auxiliary outlet works ( a ) Discharge capacity 57. Hydraulic model studies 58. Structural design of auxiliary outlet works ( a ) General ( b ) Intake structure ( c ) Tunnels ( d ) Gate chamber ( e ) Shaft house , shaft , and adits 59 ...
Page vi
... Auxiliary Outlet Works 71. Intake structure bulkhead gate 72. Outlet gates and controls 101 101 ( a ) Description 101 ( b ) Design 73. Trashracks 105 108 C. Miscellaneous Equipment for Main and Auxiliary Outlet Works 74. Control house ...
... Auxiliary Outlet Works 71. Intake structure bulkhead gate 72. Outlet gates and controls 101 101 ( a ) Description 101 ( b ) Design 73. Trashracks 105 108 C. Miscellaneous Equipment for Main and Auxiliary Outlet Works 74. Control house ...
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Common terms and phrases
acre-feet adit Anchor bars Arkansas River auxiliary outlet bulkhead gate BUREAU OF RECLAMATION Colo Colorado construction Contraction joint contractor control house county road cubic feet cutoff trench DENVER designed DETAIL discharge downstream drilling and grouting elevation excavation feet per second Fork Creek Bypass Fryingpan River Fryingpan-Arkansas project gage gate chamber grout cap Grout holes hoist hydraulic intake structure INTERIOR BUREAU jet-flow gate left abutment lin ft liner load main outlet material maximum operation Order for changes outlet works intake outlet works tunnel percent Pervious backfill pounds per square pressure PROJECT-COLORADO RUEDI DAM Pueblo Reservoir pump reservoir water right abutment riprap Roaring Fork River rock bolts Rocky Fork Creek rubber waterstop Ruedi Dam sacks of cement SECTION A-A shaft house slope spillway station steel stilling basin stoplogs switch tandem outlet gates THINK SAFETY UNITED trashracks tunnel access house upstream valve Varies uniformly wall water-cement ratio yd³ zone
Popular passages
Page 123 - August 1964 September 1964 October 1964 November 1964 December 1964 January 1965 February 1965 March 1965 April 1965 May 1965 June 1965 July 1965 August 1965 September 1965
Page 57 - the use of concrete having a compressive strength of 3,000 pounds per square inch at 28 days; a modular ratio of 10 was assumed. For unusual loading conditions, working stresses were permitted to exceed the allowable by 33 percent.
Page 170 - Constructing surface settlement points Mobilization and demobilization for drilling and grouting foundations Drilling grout holes in stage between depths of 0 and 30 feet Drilling grout holes in stage between depths of 30 and 60 feet Drilling grout holes in stage between depths of 60 and
Page 8 - minor modifications of, omissions from, or additions to the works described in those reports as he may find necessary or proper for accomplishing the objectives of the project.
Page 23 - a mixture of selected clay, silt, sand, gravel, and cobbles compacted by tamping rollers to 6-inch layers. The zone 2 portions of the dam embankment consist of selected sand, gravel,
Page 169 - 15 16 17 18 19 20 21 Property and pay item description Diversion and care of the river during construction and removal of water from foundations Clearing dam and reservoir sites Excavation, in open cut, for
Page 113 - designed, equipped, and manufactured in accordance with the latest edition of the "American Standard Safety Code for Elevators, Dumbwaiters, Escalators, and Moving Walks.
Page 181 - Lump sum lin ft lin ft Lump sum Lump sum Lump sum Labor and materials by contractor Unit cost