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Donghae Baek, Il Won Seo, Jun Song Kim, Sung Hyun Jung and Yuyoung Choi
The dispersion coefficients are crucial in understanding the spreading of pollutant clouds in river flows, particularly in the context of the depth-averaged two-dimensional (2D) advection?dispersion equation (ADE). Traditionally, the 2D stream-tube routi...
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Perizat Omarova, Yedilkhan Amirgaliyev, Ainur Kozbakova and Aisulyu Ataniyazova
Water resource pollution, particularly in river channels, presents a grave environmental challenge that necessitates a comprehensive and systematic approach encompassing assessment, forecasting, and effective management. This article provides a comprehen...
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S. Hooman Mousavi, M. R. Kavianpour, Jorge Luis García Alcaraz and Omid A. Yamini
Water pollution is a significant environmental challenge with implications for both the natural world and human well-being. To better understand and manage the complex interactions within water pollution systems, such as waste dumping in the sea, system ...
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Saja Al Ali, Céline Bonhomme, Ghassan Chebbo
Pág. 1 - 24
Stormwater quality modeling has arisen as a promising tool to develop mitigation strategies. The aim of this paper is to assess the build-up and wash-off processes and investigate the capacity of several water quality models to accurately simulate and pr...
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Shaoyuan Bai, Tao Lv, Yanli Ding, Xuefen Li, Shaohong You, Qinglin Xie, Hans Brix
Pág. 1 - 16
This study aimed at optimizing horizontal subsurface flow constructed wetlands (CWs) to improve hydraulic performance and pollutant removal efficiency. A groundwater modeling package (MODFLOW) was used to optimize three design parameters (length-to-width...
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Conrad Piasecki
Pág. 3089 - 3098
Road traffic is in addition to the energy sector and the industry one main source of air pollution and carbon dioxide emissions. Although most countries and manufacturers agreed to environmental regulations to reduce the pollutant emissions, particularly...
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A. N. Pshinko,N. N. Beliaiev,L. V. Pokutnieva
Pág. 140 - 143
The 2D numerical model was used to simulate the pollutant dispersion in river after an accident. The model is based on the equation of potential flow and the transport model. The numerical modeling results are presented.
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