Determination of discharge coefficient for flow over one cycle compound trapezoidal plan form labyrinth weir Idrees, Anees Kadhum, Al-Ameri, Riyadh and Das, Subrat 2016, Determination of discharge coefficient for flow over one cycle compound trapezoidal plan form labyrinth weir, International journal of civil engineering and technology, vol. 7, no. 4, Article number: IJCIET_07_04_027, pp. 314-328. Attached Files Name Description MIMEType Size Downloads idrees-determinationof-2016.pdf Published version application/pdf 1.20MB 207 Title Determination of discharge coefficient for flow over one cycle compound trapezoidal plan form labyrinth weir Author(s) Idrees, Anees Kadhum Al-Ameri, Riyadh orcid.org/0000-0003-1881-1787 Das, Subrat Journal name International journal of civil engineering and technology Volume number 7 Issue number 4 Season Article number: IJCIET_07_04_027 Start page 314 End page 328 Total pages 15 Publisher IAEME Publication Place of publication Tamilnadu, India Publication date 2016-08 ISSN 0976-6308 0976-6316 Keyword(s) trapezoidal plan form weir coefficient of discharge nappe flume Summary Weirs are common structure to regulate discharge and flow control inwater conveyance channels and hydraulic structures. Labyrinth weirsconsidered one of economical and effective methods to increase the efficiency of weirs that crest length of weirs increase without a related increase in structure width. Therefore, flow discharge will be increased. Compared to use compound weir, there are some benefits including the simultaneous passage of floating materials such as wood, ice, etc. Also, sedimentations are pass through compound weir. The trapezoidal Labyrinth weir is one of the combined models. In present study 15 physical models that discussion effect changes sidewall angle of labyrinth weir on discharge coefficient of flow over and through the compound trapezoidal one cycle Labyrinth weir. Also, it is developed design curves with various shapes and configurations. The researchshowed here mainly objectives at determining the coefficient of discharge for flow-over trapezoidal labyrinth weir by performing tests at wide range of values of side wall angles (α) from 6° to 35° and compound linear weir to be compared. Language eng Field of Research 090506 Structural Engineering Socio Economic Objective 970109 Expanding Knowledge in Engineering HERDC Research category C1 Refereed article in a scholarly journal ERA Research output type C Journal article Copyright notice ©2016, IAEME Publication Free to Read? Yes Use Rights Persistent URL http://hdl.handle.net/10536/DRO/DU:30085585 Document type: Journal Article Collections: Faculty of Science, Engineering and Built Environment School of Engineering Open Access Collection Related Links Link Description Connect to published version Go to link with your DU access privileges     Unless expressly stated otherwise, the copyright for items in DRO is owned by the author, with all rights reserved. Every reasonable effort has been made to ensure that permission has been obtained for items included in DRO. If you believe that your rights have been infringed by this repository, please contact drosupport@deakin.edu.au. Versions Version Filter Type Mon, 22 Aug 2016, 11:10:21 EST Mon, 22 Aug 2016, 11:11:12 EST Tue, 23 Aug 2016, 05:00:32 EST Tue, 23 Aug 2016, 06:10:27 EST Mon, 10 Oct 2016, 08:45:15 EST Mon, 10 Oct 2016, 08:58:23 EST Mon, 10 Oct 2016, 08:59:21 EST Tue, 11 Oct 2016, 14:43:50 EST Tue, 11 Oct 2016, 14:55:58 EST Tue, 11 Oct 2016, 14:57:58 EST Wed, 11 Jan 2017, 10:00:30 EST Fri, 24 Feb 2017, 14:37:08 EST Fri, 07 Sep 2018, 12:23:08 EST Filtered Full Citation counts:   Cited 0 times in TR Web of Science Cited 3 times in Scopus Search Google Scholar Access Statistics: 452 Abstract Views, 208 File Downloads  -  Detailed Statistics Created: Mon, 22 Aug 2016, 11:11:12 EST

Every reasonable effort has been made to ensure that permission has been obtained for items included in DRO. If you believe that your rights have been infringed by this repository, please contact drosupport@deakin.edu.au.