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contributor authorEdmund Atkinson
date accessioned2017-05-08T20:41:55Z
date available2017-05-08T20:41:55Z
date copyrightOctober 1994
date issued1994
identifier other%28asce%290733-9429%281994%29120%3A10%281126%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23877
description abstractThe vortex tube is a device for extracting sediment from canals. A companion paper presented methods for assessing the trapping efficiency of vortex tubes. This present paper provides a flow analysis that is based on flow continuity, a momentum balance along the tube axis, and an angular momentum balance as flow enters the tube. The predictions of the analysis are compared with laboratory and field data: the ratio of an observed discharge coefficient to its predicted value had a mean value of 0.97 and a standard deviation of 0.11 over 956 measurements. The analysis is then used to form design guidelines so that the following three criteria are satisfied: the difference in head between the canal and the vortex tube outlet is acceptable; the tube does not block with sediment; and water is near uniformly abstracted along the length of the tube. Finally, a procedure is given for the design of vortex tubes that uses as input the required trapping efficiency, the required head loss, and the canal characteristics.
publisherAmerican Society of Civil Engineers
titleVortex‐Tube Sediment Extractors. II: Design
typeJournal Paper
journal volume120
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1994)120:10(1126)
treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 010
contenttypeFulltext


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