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Navigation Conditions at Millers Ferry Lock and Dam, Alabama River, Alabama. Hydraulic Model Investigation
The Millers Ferry Lock and Dam project provides for a lock and dam at mile 142.2 on the Alabama River and a power plant in an earth dike about 3000 ft downstream of the main dam. The structures will consist of an overflow embankment on the right overbank, a 1012-ft-long gated spillway with 17 gate bays, an 84- by 600-ft lock left of the spillway, an earth dike extending downstream to the powerhouse intake section, and an earth dike extending normal to the river. The lock will have a maximum lift of 48 ft. Tests were conducted in a 1:100-scale, fixed-bed model to determine the adequacy of the proposed design and to develop modifications to overcome or minimize adverse conditions. (Author)
Navigation Conditions at Millers Ferry Lock and Dam, Alabama River, Alabama. Hydraulic Model Investigation
The Millers Ferry Lock and Dam project provides for a lock and dam at mile 142.2 on the Alabama River and a power plant in an earth dike about 3000 ft downstream of the main dam. The structures will consist of an overflow embankment on the right overbank, a 1012-ft-long gated spillway with 17 gate bays, an 84- by 600-ft lock left of the spillway, an earth dike extending downstream to the powerhouse intake section, and an earth dike extending normal to the river. The lock will have a maximum lift of 48 ft. Tests were conducted in a 1:100-scale, fixed-bed model to determine the adequacy of the proposed design and to develop modifications to overcome or minimize adverse conditions. (Author)
Navigation Conditions at Millers Ferry Lock and Dam, Alabama River, Alabama. Hydraulic Model Investigation
J. J. Franco (author) / L. J. Shows (author)
1967
64 pages
Report
No indication
English
Navigation conditions at millers ferry lock and dam, Alabama river, Alabama
Engineering Index Backfile | 1967
|Spillway, millers ferry lock and dam, Alabama river, Alabama
Engineering Index Backfile | 1964
Engineering Index Backfile | 1966
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