Vortex‐Tube Sediment Extractors. II: DesignSource: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 010Author:Edmund Atkinson
DOI: 10.1061/(ASCE)0733-9429(1994)120:10(1126)Publisher: American Society of Civil Engineers
Abstract: The 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.
|
Collections
Show full item record
| contributor author | Edmund Atkinson | |
| date accessioned | 2017-05-08T20:41:55Z | |
| date available | 2017-05-08T20:41:55Z | |
| date copyright | October 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9429%281994%29120%3A10%281126%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23877 | |
| description abstract | The 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. | |
| publisher | American Society of Civil Engineers | |
| title | Vortex‐Tube Sediment Extractors. II: Design | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 10 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1994)120:10(1126) | |
| tree | Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 010 | |
| contenttype | Fulltext |