{"refrec":{"BRefID":247551,"RR":"<b>Everaert, M.; Van hulle, A.</b> (2015). Hydraulic study of a labyrinth weir integrated in a culvert: application to a spillway in a levee of the common Meuse. MSc Thesis. Ghent University. Faculty of Engineering and Architecture: Gent.  159 pp.","BEntID":239252,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":". MSc Thesis. Ghent University. Faculty of Engineering and Architecture: Gent.  159 pp.","DocTypID":5,"DocType":"Book/Monograph","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Everaert, M.; Van hulle, A.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Everaert, M.; Van hulle, A.","Englishabstract":"To remove one of the remaining bottlenecks on the Common Meuse, a hydraulic structure needs to be built in a levee near Heerenlaak. This document is a dissertation on the subject of this hydraulic structure, consisting of a labyrinth weir integrated in a culvert. A tentative Qh-relation was derived by Flanders Hydraulic Research during a desktop study. Due to the uncertainties of this study, additional research is required.<p>To estimate the stage-discharge relation of the hydraulic structure, experimental measurements have been performed on a scale model of the proposed design and a variety of other configurations. Conclusions can be made regarding the different regimes which occur in the stage-discharge relations by comparing the results of the different configurations. Where possible, theoretical formulas are compared to the experimental data.<p>Based on the results obtained from the scale model tests and using the conclusions drawn from a literature review, an estimation of the discharge capacity of the design is given and recommendations for possible improvements and additional research are made.","AbstractOtherLang":null,"BibLvlCode":"M","StandardTitle":"Hydraulic study of a labyrinth weir integrated in a culvert: application to a spillway in a levee of the common Meuse","OrigTitleLangCode":"en","OrigTitleLangCodeExtended":"eng","OrigTitleLangID":15,"DateLastModified":{"date":"2024-12-10 01:33:17.368041","timezone_type":1,"timezone":"+01:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":"Labyrinth weir; Stage-discharge relation; Submergence effects; Scale models; 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