Abstract
Fluid retention and flow resistance due to natural vegetation remain poorly understood despite the importance of understanding these for flow routing and floodplain revegetation projects. Experiments were undertaken in a shallow earthen channel containing a natural cover of small trees, herbaceous plants, and leaf litter, which were sequentially removed and subjected to a range of flows. A dilution monitoring approach within the Aggregated Dead Zone framework was applied to a series of floodplain vegetated flows, yielding information on bulk flow parameters including tracer dispersion, fluid retention, and flow resistance at the reach scale. The primary response of flow to vegetation removal was a small increase in bulk velocity, with depth and wetted width decreasing only slightly. Reach mean travel time and the advective time delay decreased by about a factor of 2 with the removal of herbs, grass, and leaf litter, leaving only trees. Removing the trees, leaving a bare earthen channel, only slightly decreased travel times. Flow resistance and retention exhibited large values for low discharge and converged on a constant low value for relatively high discharges. It is concluded that flow resistance during low flow is higher than in a high flow with the same vegetation. Consequently, sparse vegetation has a prominent effect on hydraulic retention compared with an unvegetated channel at low discharges but this becomes negligible during high discharges as momentum increasingly dominates the flow. This outcome casts doubt on the efficacy of scrubby vegetation to impede higher-velocity floodplain flows, showing need for field-scale determination of integral floodplain resistance.
Original language | English |
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Article number | e2020WR027070 |
Pages (from-to) | 1-22 |
Number of pages | 22 |
Journal | Water Resources Research |
Volume | 56 |
Issue number | 9 |
DOIs | |
Publication status | Published - 1 Sept 2020 |
Bibliographical note
Funding Information:We acknowledge use of the University of Southampton Chilworth Hydraulic Facility. Karl Scammell and James White provided technical support at the flume and Peter Morgan calibrated the fluorometer and assisted in processing the samples. The comprehensive and insightful comments of the Associate Editor, Ian Rutherfurd, and the three anonymous referees on the initial submissions were invaluable in preparing the final version of this manuscript.
Publisher Copyright:
©2020. American Geophysical Union. All Rights Reserved.
Copyright:
Copyright 2020 Elsevier B.V., All rights reserved.
Funding
We acknowledge use of the University of Southampton Chilworth Hydraulic Facility. Karl Scammell and James White provided technical support at the flume and Peter Morgan calibrated the fluorometer and assisted in processing the samples. The comprehensive and insightful comments of the Associate Editor, Ian Rutherfurd, and the three anonymous referees on the initial submissions were invaluable in preparing the final version of this manuscript.
Keywords
- ADZ model
- dilution
- floodplain forest
- flow resistance
- fluid mixing
- tracer dispersion