Article detail · 2007
Measuring streambank erosion due to ground water seepage correlation to bank pore water pressure precipitation and stream stage
- Year
- 2007
- DOI
- 10.1002/esp.1490
- Type
- article
Data source split
- YÖKSİS YÖKSİS article record
- YÖKSİS venue Earth Surface Processes and Landforms
- Catalog match (ISSN) Earth Surface Processes and Landforms
- OpenAlex OpenAlex enrichment (abstract, citations, topics)
Abstract
OpenAlex · English
Abstract Limited information exists on one of the mechanisms governing sediment input to streams: streambank erosion by ground water seepage. The objective of this research was to demonstrate the importance of streambank composition and stratigraphy in controlling seepage flow and to quantify correlation of seepage flow/erosion with precipitation, stream stage and soil pore water pressure. The streambank site was located in Northern Mississippi in the Goodwin Creek watershed. Soil samples from layers on the streambank face suggested less than an order of magnitude difference in vertical hydraulic conductivity (Ks) with depth, but differences between lateral Ks of a concretion layer and the vertical Ks of the underlying layers contributed to the propensity for lateral flow. Goodwin Creek seeps were not similar to other seeps reported in the literature, in that eroded sediment originated from layers underneath the primary seepage layer. Subsurface flow and sediment load, quantified using 50 cm wide collection pans, were dependent on the type of seep: intermittent low‐flow (LF) seeps (flow rates typically less than 0·05 L min−1), persistent high‐flow (HF) seeps (average flow rate of 0·39 L min−1) and buried seeps, which eroded unconsolidated bank material from previous bank failures. The timing of LF seeps correlated to river stage and precipitation. The HF seeps at Goodwin Creek began after rainfall events resulted in the adjacent streambank reaching near saturation (i.e. soil pore water pressures greater than −5 kPa). Seep discharge from HF seeps reached a maximum of 1·0 L min−1 and sediment concentrations commonly approached 100 g L−1. Buried seeps were intermittent but exhibited the most significant erosion rates (738 g min−1) and sediment concentrations (989 g L−1). In cases where perched water table conditions exist and persistent HF seeps occur, seepage erosion and bank collapse of streambank sediment may be significant. Copyright © 2007 John Wiley & Sons, Ltd.
Topics
Citations
OpenAlex cited_by_count. Not a WoS or Scopus citation count; those sources have no separate column here.
239 citations
OpenAlex cited_by_count (cache / database)
9 publications in the local catalog that cite this work (OpenAlex reference match; not the full global list).
- Behavior of sandy slopes remediated by EPS-block geofoam under seepage flow 2013
- Behavior of sandy slopes remediated by EPS block geofoam under seepage flow 2013
- Application of fibrous streambank protection against groundwater seepage erosion 2018
- Assessment of EPS block geofoam with internal drainage for sandy slopes subjected to seepage flow 2014
- Assessment of EPS block geofoam with internal drainage for sandy slopes subjected to seepage flow 2014
- Fiber Reinforced Sandy Slopes under Groundwater Return Flow 2018
- Behavior of Fiber-Reinforced Sandy Slopes under Seepage 2016
- Laboratory Experiments of Sandy Slopes Reinforced by Synthetic Fibers Under Seepage Conditions 2025
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