Theodore Roosevelt DamU.S. Bureau of Reclamation, 1992 - Dams |
From inside the book
Results 1-5 of 36
Page 2
... canyon . Spillways located at both ends of the dam have crests 15 feet below the dam's crest . In the 1920s , steel Tainter gates were placed at the mouths of these spillways to increase the reservoir capacity to more than 1.6 million ...
... canyon . Spillways located at both ends of the dam have crests 15 feet below the dam's crest . In the 1920s , steel Tainter gates were placed at the mouths of these spillways to increase the reservoir capacity to more than 1.6 million ...
Page 3
... Canyon Creek and Cherry Creek carry runoff from the melting snowpack and from intermittent rainstorms into the river , causing it to swell on occasion into a raging waterway . Because of variations in precipitation in the Salt River ...
... Canyon Creek and Cherry Creek carry runoff from the melting snowpack and from intermittent rainstorms into the river , causing it to swell on occasion into a raging waterway . Because of variations in precipitation in the Salt River ...
Page 9
... Canyon by fellow church member John D. Lee to develop communities across northern Arizona in the 1870s . In the Central Valley , they formed the agricultural settlement of Mesa in 1878 , which would eventually become the nexus of Mormon ...
... Canyon by fellow church member John D. Lee to develop communities across northern Arizona in the 1870s . In the Central Valley , they formed the agricultural settlement of Mesa in 1878 , which would eventually become the nexus of Mormon ...
Page 10
... Canyon , Powell had become very knowledgeable about conditions in Western America , and he quickly developed into a major advocate for the economic development of its water resources . Because of his scientific status and his ...
... Canyon , Powell had become very knowledgeable about conditions in Western America , and he quickly developed into a major advocate for the economic development of its water resources . Because of his scientific status and his ...
Page 18
... canyon . The first was at the site of the Hudson Reservoir and Canal Company filing ; the other three were clus- tered together about 1,600 feet further downstream . At the Hudson site there existed a deep gap in the center of the canyon ...
... canyon . The first was at the site of the Hudson Reservoir and Canal Company filing ; the other three were clus- tered together about 1,600 feet further downstream . At the Hudson site there existed a deep gap in the center of the canyon ...
Common terms and phrases
A.P. Davis American Apache Trail Association AZ-6 page BALT building built C.W. Smith cableways Canal Company canyon cement mill Charles Walcott cofferdam completed concrete contract contractor cost crew cubic yards dam construction dam design dam's damsite downstream E.A. Hitchcock early Engineering Record Entry F.H. Newell federal feet Figure floods flow Geological Survey Government Hill gravity dam HAER History to 1911 Hudson Reservoir hydraulic initial irrigation June L.C. Hill labor land Magnificent Experiment March Masonry Dams Mesa Mormon mortar O'Rourke operation penstock permanent powerhouse Phoenix power canal quarry Reclamation Service engineers River Project Arizona River Valley Water road Roosevelt Dam Salt River Project Salt River Valley Service's sluicing tunnel Smith SPILLWAY SPILLWAY BRIDGE stone structure Tainter gates Third Annual Report Tonto Basin Tonto Dam turbines U.S. Reclamation Service upstream face Valley Water Users VIEW Washington water rights Water Storage Wegmann West Wisner Zarbin
Popular passages
Page 19 - reclamation fund," to be used in the examination and survey for and the construction and maintenance of irrigation works for the storage, diversion, and development of waters for the reclamation of arid and semiarid lands in the said States and Territories...
Page 19 - That all moneys received from the sale and disposal of public lands in Arizona, California, Colorado. Idaho, Kansas, Montana, Nebraska, Nevada, New Mexico, North Dakota...
Page 19 - It Is as right for the National Government to make the streams and rivers of the arid region useful by engineering works for water storage as to make useful the rivers and harbors of the humid region by engineering "works of another kind.
Page 19 - Great storage works are necessary to equalize the flow of streams and to save the flood waters. Their construction has been conclusively shown to be an undertaking too vast for private effort.
Page 52 - While there has been and still is a wide difference of opinion as to the effect of...
Page 7 - Smith, The Magnificent Experiment: Building the Salt River Reclamation Project, 18901917 (Tucson: University of Arizona Press, 1986).
Page 67 - Deduction for failare to complete. — Bidders will state in their proposals the time in which they propose to complete the dam to a height of 150 feet above the datum, which datum is about low-water mark. Time is an element in the construction of this work, and will be considered in the examination and comparison of bids and the award of the contract therefor.
Page 67 - ... After the completion of the dam to the 150-foot level, it shall be discretionary with the engineer whether masonry work on the dam be permitted during the months of June, July, August, and September, but work shall be prosecuted vigorously and continuously during the remaining eight months of the year, at a rate per month of not less than two-thirds of that achieved during the construction of the lower portion of the dam, considered in cubic yards of masonry laid. The contractor shall place in...
Page 105 - In 1Э17 the project was turned over to the Salt River Valley water users' Association for operation and maintenance.
Page 35 - The lines of pressure must lie within the centre third of the profile, whether the reservoir be full or empty. 2d. The maxima pressures in the masonry or on the foundation must not exceed certain safe limits. 3d. The friction between the dam and its foundation, or between any two parts into which the wall may be divided by a horizontal plane, must be sufficient to prevent sliding.