2013
DOI: 10.1002/wrcr.20384
|View full text |Cite
|
Sign up to set email alerts
|

Reshaping of the hyporheic zone beneath river restoration structures: Flume and hydrodynamic experiments

Abstract: [1] In-channel stream restoration structures readjust surface water hydraulics, streambed pressure, and subsurface hyporheic exchange characteristics. In this study, we conducted flume experiments (pool-riffle amplitude of 0.03 m and wavelengths of 0.5 m) and computational fluid dynamic (CFD) simulations to quantify how restoration structures impacted hyporheic penetration depth, D p , and hyporheic vertical discharge rate, Q v . Restoration structures were channel-spanning vanes with subsurface footers placed… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

1
32
0

Year Published

2014
2014
2024
2024

Publication Types

Select...
7
1

Relationship

4
4

Authors

Journals

citations
Cited by 42 publications
(33 citation statements)
references
References 38 publications
1
32
0
Order By: Relevance
“…The HEF dynamics are controlled by channel geometry, catchment geology, and hydrology in both space and time [11][12][13], and the HEF rates are essentially governed by the permeability of the sediments and local hydraulic gradients. While the overall permeability of the river bed sediment is a physical property that is relatively stable (if not considering the sediment clogging/colmation at the river bed surface), the hydraulic gradient across the river bed is a time-varying variable that is highly dependent on the river stage variations.…”
Section: Hydrologic Exchange and River Regulationsmentioning
confidence: 99%
“…The HEF dynamics are controlled by channel geometry, catchment geology, and hydrology in both space and time [11][12][13], and the HEF rates are essentially governed by the permeability of the sediments and local hydraulic gradients. While the overall permeability of the river bed sediment is a physical property that is relatively stable (if not considering the sediment clogging/colmation at the river bed surface), the hydraulic gradient across the river bed is a time-varying variable that is highly dependent on the river stage variations.…”
Section: Hydrologic Exchange and River Regulationsmentioning
confidence: 99%
“…Based on a combination of flume experiments and computational fluid dynamic (CFD) simulations, Zhou and Endreny [] find that in‐stream restoration structures alter both surface water hydraulics and subsurface hyporheic flow. They indicate that restoration structures create backwater effects which increase upwelling and downwelling forces, relatively high vertical fluxes across the sediment‐water interface and decrease both the depth of hyporheic flow and reverse subsurface flow.…”
Section: Novel Concepts Based On Innovative Experimental and Modelingmentioning
confidence: 99%
“…Therefore, using numerical modeling to estimate the hyporheic flux became popular in the past few decades because of its flexibility on domain configurations and reduction in measurement and computational expenses (Hester et al, 2017). Numerical modeling has been proven in many studies as a robust tool for investigating hyporheic flow dynamics at various spatiotemporal scales from small bedform (Cardenas & Wilson, 2007;Janssen et al, 2012) to flume (Tonina & Buffington, 2007;Zhou & Endreny, 2013) and river reach (Hester & Doyle, 2008;Lautz & Siegel, 2006). These studies explored the river processes by either reducing the spatial dimension and scales (e.g., 2-D modeling, flume studies) or focusing on short-term or steady state simulations.…”
Section: Introductionmentioning
confidence: 99%