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    Engineered Bioremediation of NAPL Polluted Sites: Experimental and Simulation-Optimization Approach under Heterogeneous Moisture and Temperature Conditions

    Source: Journal of Environmental Engineering:;2021:;Volume ( 147 ):;issue: 008::page 04021023-1
    Author:
    Pankaj Kumar Gupta
    ,
    Basant Yadav
    ,
    Brijesh Kumar Yadav
    ,
    Svetlana Sushkova
    ,
    Shreejita Basu
    DOI: 10.1061/(ASCE)EE.1943-7870.0001891
    Publisher: ASCE
    Abstract: An integrated experimental-numerical approach is used in this study to bioremediate a toluene, a nonaqueous phase liquid (NAPL), contaminated land site, having varying moisture and temperature levels. The rates of biodegradation in saturated and unsaturated zones under varying soil-moisture (100% to 20%) and temperature (30°C±2°C and 10°C±0.5°C) conditions are obtained by conducting a series of laboratory experiments first. Thereafter, an integrated approach for engineered bioremediation of a characteristic polluted subsurface site is developed considering a system of injection-extraction wells and a HYDRUS three-dimensional (3D) simulator. The injection-extraction wells system is optimally designed to enhance the natural bioremediation rate by having three injection wells and one extraction well to provide additional oxygen supply to the contaminated zone and to contain the NAPL plume in the treatment zone. The pumping rates for injection and extraction wells are optimized using an extreme learning machine-particle swarm optimization-based simulation-optimization approach (ELM-PSO). The results show that the biodegradation rates are high at 30°C for the polluted site having soil moisture content around field capacity. The degradation rate is reduced significantly at a lower temperature of 10°C, particularly when the soil moisture content is kept in the low (40%–20%) range. The designed injection-extraction well system shows that almost similar costs of remediation are required when the soil moisture content is maintained in the range of 60%–80% of the saturation level at a high (30°C) temperature. No substantial change in the time of remediation is observed by changing the soil moisture content between 60% and 80% at this high temperature. However, an elongated time period of treatment observed at a 60% moisture content as compared to the 80% level at a low (10°C) temperature indicates the dominant role of temperature stress as compared with the soil moisture availability. Further, this combination takes about 66% less time in remediating the pollutant concentration to an acceptable level than the time required at the low temperature and moisture content levels. The findings of this study are of direct use in planning remediation strategies for hydrocarbon contaminated sites.
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      Engineered Bioremediation of NAPL Polluted Sites: Experimental and Simulation-Optimization Approach under Heterogeneous Moisture and Temperature Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4271155
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    • Journal of Environmental Engineering

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    contributor authorPankaj Kumar Gupta
    contributor authorBasant Yadav
    contributor authorBrijesh Kumar Yadav
    contributor authorSvetlana Sushkova
    contributor authorShreejita Basu
    date accessioned2022-02-01T00:15:19Z
    date available2022-02-01T00:15:19Z
    date issued8/1/2021
    identifier other%28ASCE%29EE.1943-7870.0001891.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271155
    description abstractAn integrated experimental-numerical approach is used in this study to bioremediate a toluene, a nonaqueous phase liquid (NAPL), contaminated land site, having varying moisture and temperature levels. The rates of biodegradation in saturated and unsaturated zones under varying soil-moisture (100% to 20%) and temperature (30°C±2°C and 10°C±0.5°C) conditions are obtained by conducting a series of laboratory experiments first. Thereafter, an integrated approach for engineered bioremediation of a characteristic polluted subsurface site is developed considering a system of injection-extraction wells and a HYDRUS three-dimensional (3D) simulator. The injection-extraction wells system is optimally designed to enhance the natural bioremediation rate by having three injection wells and one extraction well to provide additional oxygen supply to the contaminated zone and to contain the NAPL plume in the treatment zone. The pumping rates for injection and extraction wells are optimized using an extreme learning machine-particle swarm optimization-based simulation-optimization approach (ELM-PSO). The results show that the biodegradation rates are high at 30°C for the polluted site having soil moisture content around field capacity. The degradation rate is reduced significantly at a lower temperature of 10°C, particularly when the soil moisture content is kept in the low (40%–20%) range. The designed injection-extraction well system shows that almost similar costs of remediation are required when the soil moisture content is maintained in the range of 60%–80% of the saturation level at a high (30°C) temperature. No substantial change in the time of remediation is observed by changing the soil moisture content between 60% and 80% at this high temperature. However, an elongated time period of treatment observed at a 60% moisture content as compared to the 80% level at a low (10°C) temperature indicates the dominant role of temperature stress as compared with the soil moisture availability. Further, this combination takes about 66% less time in remediating the pollutant concentration to an acceptable level than the time required at the low temperature and moisture content levels. The findings of this study are of direct use in planning remediation strategies for hydrocarbon contaminated sites.
    publisherASCE
    titleEngineered Bioremediation of NAPL Polluted Sites: Experimental and Simulation-Optimization Approach under Heterogeneous Moisture and Temperature Conditions
    typeJournal Paper
    journal volume147
    journal issue8
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0001891
    journal fristpage04021023-1
    journal lastpage04021023-11
    page11
    treeJournal of Environmental Engineering:;2021:;Volume ( 147 ):;issue: 008
    contenttypeFulltext
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