Theodore Roosevelt DamU.S. Bureau of Reclamation, 1992 - Dams |
From inside the book
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Page 18
... bridges over the spillways and the purchase of cultivated lands in the reservoir area , Davis estimated the overall construction cost of the dam at $ 1,908,387.43 HAER No. AZ - 6 page 19 By the time Theodore Roosevelt Dam.
... bridges over the spillways and the purchase of cultivated lands in the reservoir area , Davis estimated the overall construction cost of the dam at $ 1,908,387.43 HAER No. AZ - 6 page 19 By the time Theodore Roosevelt Dam.
Page 26
... Bridges and Dams ( Washington , D.C .: Preservation Press , 1988 ) , pp . 290-91 . Collapse of the Bear Valley Irrigation Company is noted in Davison , Leadership of the Reclamation Movement , pp . 188-189 . See A.P. Davis , Irrigation ...
... Bridges and Dams ( Washington , D.C .: Preservation Press , 1988 ) , pp . 290-91 . Collapse of the Bear Valley Irrigation Company is noted in Davison , Leadership of the Reclamation Movement , pp . 188-189 . See A.P. Davis , Irrigation ...
Page 43
... bridge design , according to Davis , " will be about as cheap and far more substantial and permanent than a steel bridge , and more in keeping with the massive and permanent character of the dam . " 34 33 Beyond the design of the dam's ...
... bridge design , according to Davis , " will be about as cheap and far more substantial and permanent than a steel bridge , and more in keeping with the massive and permanent character of the dam . " 34 33 Beyond the design of the dam's ...
Page 44
Donald C. Jackson. Figure 10. Plan and profile of concrete arch bridge , by U.S. Reclamation Service . SCALE PLAN ELEVATION HAER No. AZ - 6 page 44 HAER No. AZ - 6 page 45 1,880 feet and Theodore Roosevelt Dam.
Donald C. Jackson. Figure 10. Plan and profile of concrete arch bridge , by U.S. Reclamation Service . SCALE PLAN ELEVATION HAER No. AZ - 6 page 44 HAER No. AZ - 6 page 45 1,880 feet and Theodore Roosevelt Dam.
Page 52
... Bridge Dam , completed by New York City in 1917 , were built with expansion joints to take the place of natural cracks as a means of relieving temperature stresses . 18. Detailed descriptions of these two thin arch dams are provided in ...
... Bridge Dam , completed by New York City in 1917 , were built with expansion joints to take the place of natural cracks as a means of relieving temperature stresses . 18. Detailed descriptions of these two thin arch dams are provided in ...
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 Phoenix power canal power plant 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.