1990
DOI: 10.1016/0025-3227(90)90044-k
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Morphology, sedimentology and tidal channel processes on a high-tide-range mudflat, west coast of South Korea

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Cited by 103 publications
(40 citation statements)
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“…At each transect, 3 stations were set: 1 adjacent to the seepage border, and the other 2 at 5 and 10 m distance towards the water line. At the seepage border, the channels were wide (30 to 50 cm) grooves with a depth of ~1 cm, and quickly deepened with increasing distance from shore: 5 m from the seepage border station, the seepage channels had a width of 10 to 20 cm and an approximate depth of 10 to 15 cm below the surrounding tidal flat, and at 10 m distance from shore, the depth of the channel increased to about 0.5 m. These small, meandering tributary tidal channels are stable over the course of several tides, but may vary seasonally (Wells et al 1990). The mudflat areas next to the groundwater seepage channels at the station 5 m from the seepage border were defined as dry areas (Fig.…”
Section: Methodsmentioning
confidence: 99%
“…At each transect, 3 stations were set: 1 adjacent to the seepage border, and the other 2 at 5 and 10 m distance towards the water line. At the seepage border, the channels were wide (30 to 50 cm) grooves with a depth of ~1 cm, and quickly deepened with increasing distance from shore: 5 m from the seepage border station, the seepage channels had a width of 10 to 20 cm and an approximate depth of 10 to 15 cm below the surrounding tidal flat, and at 10 m distance from shore, the depth of the channel increased to about 0.5 m. These small, meandering tributary tidal channels are stable over the course of several tides, but may vary seasonally (Wells et al 1990). The mudflat areas next to the groundwater seepage channels at the station 5 m from the seepage border were defined as dry areas (Fig.…”
Section: Methodsmentioning
confidence: 99%
“…In all studies where suspended sediment concentration was monitored in the water column above coastal mudflats and offshore mud banks, storm passage was found to cause rapid and pronounced resuspension of fine-grained sediment, leading to suspended sediment concentrations several orders of magnitude above non-storm values (e.g., Wells, 1988;Wells et al, 1990;Anderson and Mayer, 1984;Kirby et al, 1989Kirby et al, unpublished data, 1993Janssen-Stelder, 2000;Lee and Chu, 2001), but in nearly all cases where storm effects on the coast were quantified, net erosion of sediment from coastal mudflats was found. Storm-related deposition on backshore marshes was noted in many cases due to storm-surge elevation of sea level (e.g., Donnelly et al, 2001;Bao and Healy, 2002), but when inter-tidal mudflats were considered, erosion was the rule rather than the exception.…”
Section: Response Of Other Mud-rich Shorelines To Energetic Conditionsmentioning
confidence: 99%
“…comm.). The absence of strong tidal currents is believed to aid accretion by minimizing the means by which mud is often transported and kept in suspension on coasts with higher tidal ranges (Postma, 1961;Wells et al, 1988Wells et al, , 1990.…”
Section: Factors Promoting Accretion Under Energetic Conditionsmentioning
confidence: 99%
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“…They are known to develop along river channels during floods [Adams et al, 2004, Rowland et al, 2009, Brierley et al, 1997, along channels in alluvial deep water fans during high turbidity flow events [Normark et al,2002, Fildani et al, 2006, Straub and Mohrig, 2008, and along creek systems in salt marshes and mudflats during regular tidal forcing [Perillo and Iribarne, 2003, Temmerman et al, 2005, Wells et al, 1990.…”
Section: Introductionmentioning
confidence: 99%