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Hydraulic Model Study of a Fish Screen Structure for the McClusky Canal
The development of a new concept in fish control structures is presented. The structure was designed to prevent fish, fish eggs, and fish larvae from passing through the McClusky Canal in North Dakota. Maximum discharge for the canal is 1,950 cu ft/s (55.2 cu m). The report describes the initial problem encountered which created a need for the structure, the analysis that resulted in the structural concept used, and the hydraulic model study that resulted in refinement of the structural design.
Hydraulic Model Study of a Fish Screen Structure for the McClusky Canal
The development of a new concept in fish control structures is presented. The structure was designed to prevent fish, fish eggs, and fish larvae from passing through the McClusky Canal in North Dakota. Maximum discharge for the canal is 1,950 cu ft/s (55.2 cu m). The report describes the initial problem encountered which created a need for the structure, the analysis that resulted in the structural concept used, and the hydraulic model study that resulted in refinement of the structural design.
Hydraulic Model Study of a Fish Screen Structure for the McClusky Canal
P. L. Johnson (Autor:in)
1975
25 pages
Report
Keine Angabe
Englisch
High-Speed Canal Fish Screen Design and Performance
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