2014
DOI: 10.1002/clen.201300693
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Fluctuation of Cadmium Load on a Tide‐Influenced Waterfront Lake in the Middle‐Lower Reaches of the Yangtze River

Abstract: The Inner Lake, a typical waterfront lake located in the middle-lower reaches of the Yangtze River, is selected as the research area in this paper. Through field measurements and laboratory experiments, spatial distribution characteristics of the heavy metal cadmium (Cd) contents were revealed, and the release rate-flow disturbance curve in sediment of the Inner Lake was formed. The mathematical models of the migration and transformation of Cd were built and calibrated. With the models, the fluctuation charact… Show more

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Cited by 3 publications
(5 citation statements)
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“…Through related research, the minimum flow of water transferred from Xuanwu Lake to urban rivers is 2 m 3 /s, which means that the minimum amount of water supply to Xuanwu Lake is 172,800 m 3 /day. 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%
“…Through related research, the minimum flow of water transferred from Xuanwu Lake to urban rivers is 2 m 3 /s, which means that the minimum amount of water supply to Xuanwu Lake is 172,800 m 3 /day. 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%