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Aliceleesisi
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3楼2013-11-22 15:22:39
sheilazpy
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小马哥1982: 金币+5, ★★★★★最佳答案 2013-11-22 15:35:52
oven1986: 检索EPI+1, 感谢你的热心应助！ 2013-11-22 18:27:17
小马哥1982: 金币+5, ★★★★★最佳答案 2013-11-22 15:35:52
oven1986: 检索EPI+1, 感谢你的热心应助！ 2013-11-22 18:27:17
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Accession number: 20134516945331 Title: Adjustment of new permeable frame to local flow vector field Authors: Ma, Ai-Xing1; Liu, Si-En2; Tan, Lun-Wu3; Cao, Min-Xiong1; Wang, Xiu-Hong1 Author affiliation: 1 Nanjing Hydraulic Research Institute, State's Key Laboratory of Hydrology Water Resources and Hydraulic Engineering Science, Nanjing, China 2 Delft University of Technology, Delft, Netherlands 3 Changjiang Waterway Planning Design and Research Institute, Wuhan, China Source title: Hydraulic Engineering II - Proceedings of the 2nd SREE Conference on Hydraulic Engineering, CHE 2013 Abbreviated source title: Hydraul. Eng. - Proc. SREE Conf. Hydraul. Eng., CHE Monograph title: Hydraulic Engineering II - Proceedings of the 2nd SREE Conference on Hydraulic Engineering, CHE 2013 Issue date: 2014 Publication year: 2014 Pages: 141-147 Language: English ISBN-13: 9781138001305 Document type: Conference article (CA) Conference name: 2nd SREE Conference on Hydraulic Engineering, CHE 2013 Conference date: November 2, 2013 - November 3, 2013 Conference location: Hong Kong, Hong kong Conference code: 100505 Publisher: Taylor & Francis - Balkema, P.O. Box 447, Leiden, 2300 AK, Netherlands Abstract: Permeable frames have been widely applied in river and channel regulation since they serve the function of decelerating flow velocity and thus protecting bank and beaches from water erosion. Three-dimensional velocity meter (Vectrino) is used to measure the flow vector filed precisely near the newly-proposed twist double I-shaped permeable frames on varible slope flume. The study reveals that when new permeable frames are thrown on the bed, the velocity of near-bottom layer plummets (deceleration rate of 0.79 to 0.95), the surface velocity increases, the gradient of transition layer velocity increases, and the vertical velocity no longer obeys the logarithmic distribution; the largest vertical turbulence intensity appears near the top of the frames, turbulence intensity gradually strengthens after the water flows into the frames, and reaches the peak when flowing out of the frames. The peak location of turbulence intensity of the surface lies in the downstream when compared with that of bottom. The findings have certain reference values on the design and application of new permeable frame. © 2014 Taylor & Francis Group, London. Number of references: 7 Main heading: Velocity Controlled terms: Hydraulic structures - Hydraulics - Shore protection - Turbulence Uncontrolled terms: Channel regulation - Decelerating flow - Deceleration rate - Design and application - Logarithmic distribution - Three-dimensional velocity - Transition layers - Turbulence intensity Classification code: 407.1 Maritime Structures - 441 Dams and Reservoirs; Hydro Development - 443.1 Atmospheric Properties - 611 Hydroelectric and Tidal Power Plants - 632.1 Hydraulics - 931.1 Mechanics Database: Compendex Compilation and indexing terms, © 2013 Elsevier Inc. |
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