The Design and Construction of Dams: Including Masonry, Earth, Rock-Fill, and Timber Structures and Principal Types of Movable Dams (Classic Reprint) - Softcover

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Excerpt from The Design and Construction of Dams: Including Masonry, Earth, Rock-Fill, and Timber Structures and Principal Types of Movable Dams

The great advantages to be derived from large storage reservoirs, built for regulating the flow of a river, for irrigation purposes, or for domestic water supply, have led within recent years to the construction of a large number of such works in various parts of the world. Where water having great depth is to be retained, it would be extremely hazard ous to rely on earthen dams, as numerous failures of such works have been recorded, and walls of masonry are, therefore, employed.

The successful completion of the Furens Dam (164 feet high) in 1866 was soon followed by that of many similar structures in France, Algiers, and. Italy. In the United States a concrete dam (170 feet high) is being built near San Francisco; the Sodom Dam (70 feet high) has been commenced on the East Branch of the Croton River; and the Quaker Bridge Dam, which will surpass all existing dams in height, has been designed to form an immense storage reservoir for the city of New York.

While the practical importance of the subject of masonry dams seems to be steadily growing, the engineer who may be entrusted with the design of such works will find the theoretical study of the best form of profile for a masonry dam very disheartening. How widely the types proposed by eminent engineers differ from each other is shown in our frontispiece.

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