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Hydrodynamics and sedimentation induced by large-scale coastal developments in the Keum River Estuary, Korea
Authors:TI Kim  BH Choi  SW Lee
Institution:aGeosystem Research Corporation, 1-40, Geumjeong-dong, Gunpo, Kyunggi-do 435-824, Republic of Korea;bDepartment of Civil and Environmental Engineering, Sungkyunkwan University, 300, Chunchun-dong, Jangan-gu, Suwon, Kyunggi-do 440-746, Republic of Korea;cKorea Ocean Science and Engineering Corporation, 212-13, Guro-dong, Guro-gu, Seoul 152-775, Republic of Korea
Abstract:The macro-tidal Keum River Estuary located in the eastern Yellow Sea has been suffering siltation and morphological change since 1994. To understand the effects of the large-scale coastal developments on the sedimentation processes in the estuary, hydrodynamic and sedimentary data collected from 1985 to 2002 were analyzed and numerical experiments of hydrodynamics were performed. The sedimentation rate in the estuary increased by a factor of 1.9, from 3.5 × 106 to 6.7 × 10my−1, after the construction of a dam in the upper reaches of the estuary in 1994. Large part of the estuary is veneered by the muddy sediments noticeably, which were rarely found before dam construction. Since then, siltation has concentrated in the upper estuary rather than the lower. The upstream transport and accumulation of fine-grained sediments is due to: (1) the change to flood-dominance in the main channel, i.e. the relative intensification of flood current and the flood-directed residual current; and (2) the decrease in transport capacity in the upper estuary, i.e. the marked decrease in current velocity, which was induced by dam construction. The former has resulted in the ebb-dominance of the Gaeya channel, a distributary in the north of the main channel. The tidal pumping of fine sediments was reinforced not by the freshwater/saltwater interaction but by the residual tidal circulation. The sediment fluxes observed in 2001–2002 demonstrate year-round net inflow both at the entrance of the jetties and at the Gaeya channel, which implies that the sediments delivered by the Keum River are entirely confined to the estuary, incapable of escaping to the sea. The net inward transport of fine sediments may accumulate pollutants adsorbed to or absorbed in the sediment grains in the estuary, thus deteriorating the benthic environment gradually and the water quality eventually.
Keywords:hydrodynamics  sediment transport  siltation  numerical model  tidal barrier  Keum River Estuary
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