2014
DOI: 10.2134/jeq2013.09.0351
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Influence of Dredging on Sedimentary Arsenic Release for a Tide-Influenced Waterfront Body

Abstract: We evaluated the influence of sediment dredging on sedimentary As release for the Inner Lake, a typical tide-influenced waterfront body in the middle to lower reaches of the Yangtze River in Zhengjiang, China. By field investigation and laboratory experiment, the As content in the deposited sediment before dredging was analyzed and the relationship between dynamic disturbance and sedimentary As release intensity was established. Using a numerical model in which the factors of water current, suspended sediment,… Show more

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Cited by 6 publications
(5 citation statements)
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References 13 publications
(13 reference statements)
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“…We set the maximum water diversion (3,500,000 m 3 /day), daily water diversion (2,800,000 m 3 /day), and optimal water diversion (1,800,000 m 3 /day) as the calculation plan, taking into account no wind and prevailing winds (southeast wind and northwest wind) [47,48,49]. According to the field survey, the pollutant ratio of the ③ drainage ditch was significant, so the ③ drainage ditch will be blocked during the optimal water diversion [50,51,52], as shown in Table 2.…”
Section: Resultsmentioning
confidence: 99%
“…We set the maximum water diversion (3,500,000 m 3 /day), daily water diversion (2,800,000 m 3 /day), and optimal water diversion (1,800,000 m 3 /day) as the calculation plan, taking into account no wind and prevailing winds (southeast wind and northwest wind) [47,48,49]. According to the field survey, the pollutant ratio of the ③ drainage ditch was significant, so the ③ drainage ditch will be blocked during the optimal water diversion [50,51,52], as shown in Table 2.…”
Section: Resultsmentioning
confidence: 99%
“…Chl-a concentration was regarded as the evaluation index. According to the principle of mass conservation, the basic equation of eutrophication variables is [36,37,38,39,40,41]: Cchlnormalat+UCchlnormalax+VCchlnormalay=x(ExCchlnormalax)+y(EyCchlnormalay)+Schlnormala where:Schla=GPI(t)DPI(t)VsD GPI=K1·Phtsy·F(N,P) DPI=μ·F(N,P)…”
Section: Study Area and Methodsmentioning
confidence: 99%
“…Due to the current planning state and no excavation operations on the playground, the model calculation results were checked according to Wang [35,36,37,38], in situ data and routine monitoring data of Neijiang Lake and diversion channel, in order to meet more the strong relation between the real status of the park and the model to estimate the effect of changes. The model water quality and eutrophication parameters are listed in Table 2.…”
Section: Study Area and Methodsmentioning
confidence: 99%
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“…Due to the current under-planning state and no excavation operations at Playground Lake, the results of the model calculation were checked to ensure that they meet stronger relations between the real status of the park and the model to estimate the effect of changes, according to Wang Hua's in situ data and routine monitoring data of Neijiang Lake and diversion channel [22][23][24][25]. The main water quality and eutrophication parameters in the model are shown in Table 1.…”
Section: Parameter Selectionmentioning
confidence: 99%