2014
DOI: 10.1016/j.scitotenv.2013.08.054
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Quantitative evaluation of lake eutrophication responses under alternative water diversion scenarios: A water quality modeling based statistical analysis approach

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Cited by 120 publications
(52 citation statements)
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“…Bu sucul bitkiler öldüğünde organik maddeler taban suyuna çöker ve mikroorganizmalar (bakteri gibi) tarafından -proseste oksijen tüketerek-hipoksiya ya da ekstrem durumlarda anoksiyaya neden olabilirler [6]. Göl ötrofikasyonu, uzun yıllardır Dünya çapında sucul ekosistemlerin sağlığına bir tehdit olarak kabul edilmiştir [8][9][10]. Besin maddeleri sucul ortamların içine iki modda (statik ve dinamik olarak) salınırlar.…”
Section: Sucul Ortamlarda öTrofi̇kasyon Durumuunclassified
“…Bu sucul bitkiler öldüğünde organik maddeler taban suyuna çöker ve mikroorganizmalar (bakteri gibi) tarafından -proseste oksijen tüketerek-hipoksiya ya da ekstrem durumlarda anoksiyaya neden olabilirler [6]. Göl ötrofikasyonu, uzun yıllardır Dünya çapında sucul ekosistemlerin sağlığına bir tehdit olarak kabul edilmiştir [8][9][10]. Besin maddeleri sucul ortamların içine iki modda (statik ve dinamik olarak) salınırlar.…”
Section: Sucul Ortamlarda öTrofi̇kasyon Durumuunclassified
“…The oxygen depletion level may lead to fish kills and a number of other effects reducing biodiversity. Generally, low oxygen content has many negative consequences [11,12].…”
Section: Eutrophication Processesmentioning
confidence: 99%
“…The lake located at 1887.4 m above sea level, has a surface area of more than 300 km 2 and an average depth of only 4.4 m (Tanaka et al 2013). Since the 1980s, following rapid economic growth and urban expansion of Kunming, the external nutrients inputs have been larger than the tolerance limitation of Lake Dianchi, which has resulted in the problems of water quality deterioration and severe eutrophication (Liu et al 2014). Thus, it is necessary to mitigate the external nutrients inputs.…”
Section: Case Studymentioning
confidence: 99%
“…Due to the complexities of multi-period mitigation guidelines, the mitigation rates may vary with the preference of local authorities, which would lead to various possibilities in nutrient load emission permits. For better reflecting the flexibility of the decisions, TN and TP emission permits can be treated as fuzzy sets (He et al 2008 (Gao et al 2014;Liu et al 2014). Accordingly, we set the TN emission permit for urban drainage as (7720, 7810, 7900), (6940,7030,7110), and (6250, 6325, 6400) tonnes/year during periods 1, 2, and 3, respectively.…”
Section: Case Studymentioning
confidence: 99%