Hydraulic Model Studies of the Overflow Spillway and the Hale Ditch Irrigation Outlet, Bonny Dam, Missouri River Basin Project PDF Download
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Author:
Publisher:
ISBN:
Category : Bonny Dam (Colo.)
Languages : en
Pages : 72
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Book Description
Author:
Publisher:
ISBN:
Category : Bonny Dam (Colo.)
Languages : en
Pages : 72
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Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Spillways
Languages : en
Pages : 224
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Book Description
Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 510
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Book Description
Author: United States. Bureau of Reclamation. Technical Library, Denver
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 456
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Book Description
Author: Ferdinand Stenger
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 336
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Book Description
Author:
Publisher:
ISBN:
Category : Cedar Bluff Dam (Kan.)
Languages : en
Pages : 78
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Book Description
Author: A. J. Peterka
Publisher: Createspace Independent Pub
ISBN: 9781508722816
Category : Technology & Engineering
Languages : en
Pages : 240
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Book Description
Although hundreds of stilling basins and energydissipating devices have been designed in conjunction with spillways, outlet works, and canal structures, it is often necessary to make model studies of individual structures to be certain that these will operate as anticipated. The reason for these repetitive tests is that a factor of uncertainty exists regarding the overall performance characteristics of energy dissipators. The many laboratory studies made on individual structures over a period of years have been made by different personnel, for different groups of designers, each structure having different allowable design limitations. Since no two structures were exactly alike, attempts to generalize the assembled data resulted in sketchy and, at times, inconsistent results having only vague connecting links. Extensive library research into the works of others revealed the fact that the necessary correlation factors are nonexistent. To fill the need for up-to-date hydraulic design information on stilling basins and energy dissipators, a research program on this general subject was begun with a study of the hydraulic jump, observing all phases as it occurs in open channel flow. With a broader understanding of this phenomenon it was then possible to proceed to the more practical aspects of stilling basin design. This monograph generalizes the design of stilling basins, energy dissipators of several kinds and associated appurtenances. General design rules are presented so that the necessary dimensions for a particular structure may be easily and quickly determined, and the selected values checked by others without the need for exceptional judgment or extensive previous experience. Proper use of the material in this monograph will eliminate the need for hydraulic model tests on many individual structures, particularly the smaller ones. Designs of structures obtained by following the recommendations presented here will be conservative in that they will provide a desirable factor of safety. However, model studies will still prove beneficial to reduce structure sizes further, to account for nonsymmetrical conditions of approach or getaway, or to evaluate other unusual conditions not described herein.
Author: Gunnar M. Brune
Publisher: Texas A&M University Press
ISBN: 9781585441969
Category : Business & Economics
Languages : en
Pages : 616
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Book Description
This text explores the natural history of Texas and more than 2900 springs in 183 Texas counties. It also includes an in-depth discussion of the general characteristics of springs - their physical and prehistoric settings, their historical significance, and their associated flora and fauna.
Author: Danny L. King
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 60
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Book Description
This model study determined the energy dissipating efficiency of the hydraulic jump stilling basin for the slide gate controlled outlet works, and the hydraulic operating characteristics of the component features of the structure were observed. Norton Dam, a feature of the Missouri River Basin Project, is located on Prairie Dog Creek about 2 miles from Norton, in northwestern Kansas. The dam is approximately 6,400 ft. long at the crest and rises about 100 ft. above the riverbed. The spillway is located in the right abutment of the dam and consists of a 90-ft.-wide radial gate controlled overflow crest. The design spillway discharge is 95,000 cu ft/sec at the maximum reservoir elevation, 2341.0. The outlet works consist of a bellmouth entrance leading into a 48-in.-dia. circular conduit, a 2-ft. 9-in. sq. high-pressure emergency gate, a 38-in.dia. circular conduit, a 2-ft. 9-in.-sq. highpressure regulating gate, a 35-ft.-long diverging rectangular conduit, a 55-ft.-long vertically curved chute, and a 55-ft.-long hydraulic jump stilling basin. The last 21 ft. of the stilling basin consists of a 4:1 upward sloping apron. Maximum discharge is 385 cu.ft/sec. (Author).
Author: Lewis R. Freeman
Publisher: Dixon Price Pub
ISBN: 9781929516186
Category : Nature
Languages : en
Pages : 272
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Book Description
Originally published in 1921, Freeman's account of his journey down the Columbia river depicts in detail the natural beauty of the area and provides a glimpse at life along the river during the 1920's. The narrative traces his voyage from the headwaters of the Columbia to the run past Palisade Rock
