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Abstract In‐channel wood, a critical component of forested rivers, has the capacity to enhance hyporheic flow. This process facilitates the continuous exchange of gases, solutes, and nutrients across the sediment‐water interface, regulating pollutant transport and biogeochemical cycles in rivers. When two wood structures are in close proximity, the hyporheic flows induced by each log can interact, yet such effects remain largely uncharacterized. In this study, we investigated the impact of two in‐line channel‐spanning logs with a vertical gap above the sediment‐water interface on hyporheic flow through laboratory experiments conducted under various conditions. Specifically, we measured water surface profiles, surface flow fields, and hyporheic flow fields around logs with different center‐to‐center distances (). Our results demonstrated that when the center‐to‐center distance between two logs was less than 10 times the log diameter, the wakes of the two logs interfered with each other, resulting in a decrease in both hyporheic flow rates and the difference in water surface elevation. Furthermore, we demonstrated the relationship between the pattern of log‐induced hyporheic flow and the surface flow regime. Our results suggest that the hyporheic flow pattern induced by logs can be inferred from measurements of the surface flow patterns. Our findings will contribute to an improved estimation of hyporheic flow induced by logs distributed along river channels.
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Impacts of Channel‐Spanning Log Jams on Hyporheic Flow
Abstract In‐stream wood structures, such as single logs, river steps, and debris dams, are known to drive hyporheic flow, defined as the flow that goes into the subsurface region and then back to the free‐flowing surface water. The hyporheic flow plays an important role in regulating water quality and biogeochemical cycles in rivers. Here, we investigated the impact of a channel‐spanning porous log jam, representing piles of wood logs, on hyporheic flow through a combination of direct visualization and theories. Specifically, we developed a method using refractive index‐matched sediment to directly visualize the hyporheic flow around and below a porous log jam, formed by piles of cylindrical rods, in a laboratory flume. We tracked the velocity of a fluorescent dye moving through the transparent sediment underneath the log jam. In addition, we measured the water surface profile and the spatially varying flow velocity near the log jam. Our results show that the normalized log jam‐induced hyporheic flux remained smaller than 10% at Froude numbers () below 0.06 and increased by a factor of five with increasing at . We combined the mass and momentum conservation equations of surface flow with Darcy's equation to explain the dependency of the log jam‐induced hyporheic flux on . Further, we observed that at , the water surface dropped noticeably and the turbulent kinetic energy increased immediately on the downstream side of the log jam. These findings will facilitate future quantification of hyporheic flow caused by channel‐spanning porous log jams.
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- Award ID(s):
- 2209591
- PAR ID:
- 10476028
- Publisher / Repository:
- DOI PREFIX: 10.1029
- Date Published:
- Journal Name:
- Water Resources Research
- Volume:
- 59
- Issue:
- 11
- ISSN:
- 0043-1397
- Format(s):
- Medium: X
- Sponsoring Org:
- National Science Foundation
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