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Hydraulics of Neerharen Lock’s side drainage: pre‐design of inlet and outlet constructions
López Castaño, S.; Vercruysse, J. (2022). Hydraulics of Neerharen Lock’s side drainage: pre‐design of inlet and outlet constructions. Version 4.0. FHR reports, 21_083_1. Flanders Hydraulics Research: Antwerp. VIII, 30 pp. https://dx.doi.org/10.48607/97
Part of: FHR reports. Flanders Hydraulics Research: Antwerp
Hydraulics of Neerharen Lock’s side drainage: pre‐design of inlet and outlet constructions

Available in  Authors 
    Waterbouwkundig Laboratorium: Open Repository 377644 [ OWA ]
Document type: Project report

Keywords
    Culverts
    Drainage
    Hydraulic structures > Culverts
    Literature and desktop study
    Locks (Waterways)
    Structures > Freshwater structures > Channels > Chutes

Project Top | Authors 
  • Energie dissipatie structuur op omloopriool in Lanaken en Neerharen sluis

Contact details

Proposer: De Vlaamse Waterweg


Authors  Top 
  • López Castaño, S.
  • Vercruysse, J.B.

Abstract
    The present report describes the pre‐design of the inlet and outlet structures for a projected side drainage adjacent to the Neerharen lock (BE). An initial estimation of the discharge is provided by de Vlaamse Waterweg (dVW) and verified here using depth‐discharge relationships. Furthermore, this study contemplates the provisional dimensioning of the conduit comprising the drainage, plus the revision of the flow control structure suggested by Kwaliteits Waterbeheersing Techniek (KWT) and the conception of an outlet structure towards the main channel downstream. Additional suggestions are given for each of the features just described. Tools of classical hydraulics and numerical simulations are used for the dimensioning and verification of the structures suggested, and sketches of the flow profiles proposed. This study needs to be revisited once the final design of the drainage is available.

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