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Rectangular cutthroat flow measuring flumes
Dimensions and criteria for constructing rectangular cutthroat flumes, their role in water measurement, and advantages of their use are examined; differences between free flow and submerged flow conditions are described along with necessary criteria for determining which flow regime exists; transition submergences are listed for flume sizes between 1 and 6 ft; general free flow equation and curves which are used when submerged flow exists in flumes are presented; proper installation and maintenance procedures for cutthroat flumes and techniques for measuring flow depths which yield satisfactory results are described.
Rectangular cutthroat flow measuring flumes
Dimensions and criteria for constructing rectangular cutthroat flumes, their role in water measurement, and advantages of their use are examined; differences between free flow and submerged flow conditions are described along with necessary criteria for determining which flow regime exists; transition submergences are listed for flume sizes between 1 and 6 ft; general free flow equation and curves which are used when submerged flow exists in flumes are presented; proper installation and maintenance procedures for cutthroat flumes and techniques for measuring flow depths which yield satisfactory results are described.
Rectangular cutthroat flow measuring flumes
ASCE -- Proc (J Irrigation and Drainage Div)
Skogerboe, G.V. (author) / Hyatt, M.L. (author)
1967
13 pages
Article (Journal)
English
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