Analysis of the characteristics of non-point pollutant runoff applied LID techniques in industrial area

Shon, Tae Seok; Kim, Mi Eun; Joo, Jae Seung; Jo, Deok Jun; Shin, Hyun Suk

doi:10.1080/19443994.2013.781107

Cited by 9 publications

(4 citation statements)

References 2 publications

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“…The SWMM is primarily an urban, dynamic rainfall-runoff model that can model runoff water quantity and quality through combined sewer, detention pond, and LID techniques (USEPA, 2010). The LID controls that are modeled in the SWMM are the bioretention cell, infiltration trench, porous pavement, rain barrel, street planter, and vegetative swale (Burszta-Adamiak and Mrowiec, 2013;Abi Aad et al, 2010;Shon et al, 2013). Different surface, soil, pavement and drainage layers can be specified depending on the type of control.…”

Section: Model Selectionmentioning

confidence: 99%

Rehabilitation of concrete canals in urban catchments using low impact development techniques

Palanisamy¹,

Chui

2015

Journal of Hydrology

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Section: Model Selectionmentioning

confidence: 99%

Rehabilitation of concrete canals in urban catchments using low impact development techniques

Palanisamy¹,

Chui

2015

Journal of Hydrology

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“…These techniques thus prevent overloading of drainage infrastructure as well as reduces the pollutant transport and siltation of water bodies. If well designed, they also prevent groundwater pollution (Shon et al, 2013;Mai et al, 2018) and mosquito proliferation (Moruzzi et al, 2014).…”

Section: Introductionmentioning

confidence: 99%

Estimation of potential groundwater recharge by a drywell in sandy clay soil

Justino¹,

Failache

Barbassa

2021

RBRH

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We estimated the potential groundwater recharge (Rpot) of a drywell that receives, temporarily stores, and infiltrates direct surface runoff from a contribution area (180.5 m2) comprising a roof and a cemented floor. The Rpot for traditional rainwater management and for similar contribution area but covered with grass was also estimated for comparison. Our methodology involved the use of water budget equation, monitoring of rainfall and soil water content up to 1.92 m depth, estimation of drywell overflow using the modified Puls model, and determination of actual evapotranspiration using water stress coefficient in 2017 and 2018. Results revealed that the Rpot for drywell was 83.3% of the precipitated volume, 2.22 times higher than that of the grass-covered area (37.6%) given the increased area for evapotranspiration in the latter. In turn, the traditional urban drainage system did not demonstrate potential of groundwater recharge. Therefore, the drywell contributes significantly to groundwater recharge apart from serving as local flood control.

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“…Various researches that estimate the effectiveness of BMP installation have been conducted using rainfallrunoff models such as Storm Water Management Model (SWMM) and Model for Urban Stormwater Improvement Conceptualisation [4][5][6][7]. Newly emerging climate change issues also have significant implication on urban stormwater and spawned many research [8].…”

Section: Introductionmentioning

confidence: 99%

Assessment of porous pavement effectiveness on runoff reduction under climate change scenarios

Kim

Jung

Mallari

et al. 2015

Desalination and Water Treatment

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A B S T R A C TClimate change has affected both water quantity and quality by increased rainfall, runoff, and associated pollutant loading in urban areas. Stormwater Best Management Practices (BMPs) are now being popularly considered for the reduction of increased runoff due to urbanization. Most research has been conducted on the analysis of BMP effectiveness under current conditions. However, there is no extensive literature on BMP effectiveness studies considering climate change. In this study, the effectiveness of BMP, porous pavement in particular, has been assessed under climate change scenarios. Climate change scenarios were generated by trend analysis of the historical rainfall data. The 2-year and 100-year design storms having 24-h durations were determined for three scenarios: current conditions, 2020, and 2050 using frequency analysis. Storm Water Management Model was then calibrated and used to evaluate the impact of climate change and the effect of incorporating porous pavement on runoff. Geographic information system analysis showed that 33.4% of the basin was suitable for the installation of porous pavement. Hydrologic modeling demonstrated that climate change can increase peak flows by as much as 26.9% relative to current condition. Further analysis showed that porous pavement can be effective in reducing the runoff volume and peak flow below current conditions for all scenarios, offsetting negative impact of climate change.

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Analysis of the characteristics of non-point pollutant runoff applied LID techniques in industrial area

Cited by 9 publications

References 2 publications

Rehabilitation of concrete canals in urban catchments using low impact development techniques

Rehabilitation of concrete canals in urban catchments using low impact development techniques

Estimation of potential groundwater recharge by a drywell in sandy clay soil

Assessment of porous pavement effectiveness on runoff reduction under climate change scenarios

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