Experimental Study on Influence of Different Patterns of an Emergent Vegetation Patch on the Flow Field and Scour/Deposition Processes in the Wake Region

Oral Yagci*, V. S. Özgur Kirca, Vasileios Kitsikoudis, Catherine A.M.E. Wilson, M. Furkan Celik, Caner Sertkan

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

Abstract

Flume experiments were conducted to comprehend the impact of different patterns of an emergent vegetation patch on the flow field and the scour process in natural rivers. Velocity measurements, flow visualization, and scour tests were undertaken around different vegetation patch patterns, which were simulated inspired by the expansion process of a typical instream vegetation. The patch expansion process was idealized with an initially circular patch of rigid emergent stems becoming elongated due to positive and negative feedbacks. The expansion of the vegetation patch was considered to occur in three stages, in which the density of the patch from the previous stage was increased while the patch was also elongated by connecting at its downstream side with another sparser vegetation patch. These stages were replicated succesively by increasing the density and elongating the patch. In this way, two processes (i.e., elongation and decrease in permeability), which usually have hydrodynamically opposite effects on flow fields, were simulated at the same obstruction. Despite generally elongated obstacles being streamlined bodies, the morphometric analysis obtained by laser scanner revealed that streamlined elongation of permeable patches amplifies global scour and enhances localization of the local scour hole. This situation implies that as the patch expands, in the wake region, the steady-wake region becomes shorter, turbulence diminishes, lateral shear stress enhances, and deposition cannot occur far from the patch. Consequently, as the patch expands, the hydrodynamic consequences may restrict further patch expansion after a certain length/density.

Original languageEnglish
Article numbere2023WR034978
JournalWater Resources Research
Volume60
Issue number1
DOIs
Publication statusPublished - Jan 2024

Bibliographical note

Publisher Copyright:
© 2023. The Authors.

Funding

This study was conducted under the support of the Scientific Research Funding Program of ITU‐BAP, Project Number: 39544. The authors would like to thank the technicians Mr. H. Yalcin, Mr. M. Ulucinar, and Mr. Y. Aktaş in Hydraulics Laboratory of Istanbul Technical University for their effort and sincere friendship during the experiments. This study was conducted under the support of the Scientific Research Funding Program of ITU-BAP, Project Number: 39544. The authors would like to thank the technicians Mr. H. Yalcin, Mr. M. Ulucinar, and Mr. Y. Aktaş in Hydraulics Laboratory of Istanbul Technical University for their effort and sincere friendship during the experiments.

FundersFunder number
Bilimsel Araştırma Projeleri Birimi, İstanbul Teknik Üniversitesi39544

    Keywords

    • deposition
    • experimental hydraulics
    • flow-vegetation interaction
    • fluvial process
    • patch expansion
    • scour
    • sediment
    • turbulence

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