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    Predictive Simulation of Seawater Intrusion in a Tropical Coastal Aquifer

    Source: Journal of Environmental Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author:
    U. A. Lathashri
    ,
    A. Mahesha
    DOI: 10.1061/(ASCE)EE.1943-7870.0001037
    Publisher: American Society of Civil Engineers
    Abstract: The solute transport in a tropical, coastal aquifer of southern India is numerically simulated considering the possible cases of aquifer recharge, freshwater draft, and seawater intrusion using numerical modeling software. The aquifer considered for the study is a shallow, unconfined aquifer with lateritic formations having good monsoon rains up to about 3,000 mm during June to September and the rest of the months almost dry. The model is calibrated for a two-year period and validated against the available dataset, which gave satisfactory results. The groundwater flow pattern during the calibration period shows that for the month of May a depleted water table and during the monsoon month of August a saturated water table was predicted. The sensitivity analysis of model parameters reveals that the hydraulic conductivity and recharge rate are the most sensitive parameters. Based on seasonal investigation, the seawater intrusion is found to be more sensitive to pumping and recharge rates compared to the aquifer properties. The water balance study confirms that river seepage and rainfall recharge are the major input to the aquifer. The model is used to forecast the landward movement of seawater intrusion because of the anticipated increase in freshwater draft scenarios in combination with the decreased recharge rate over a longer period. The results of the predictive simulations indicate that seawater intrusion may still confine up to a distance of approximately 450–940 m landward for the scenarios considered and thus are sustainable.
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      Predictive Simulation of Seawater Intrusion in a Tropical Coastal Aquifer

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243231
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    • Journal of Environmental Engineering

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    contributor authorU. A. Lathashri
    contributor authorA. Mahesha
    date accessioned2017-12-30T12:54:26Z
    date available2017-12-30T12:54:26Z
    date issued2016
    identifier other%28ASCE%29EE.1943-7870.0001037.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243231
    description abstractThe solute transport in a tropical, coastal aquifer of southern India is numerically simulated considering the possible cases of aquifer recharge, freshwater draft, and seawater intrusion using numerical modeling software. The aquifer considered for the study is a shallow, unconfined aquifer with lateritic formations having good monsoon rains up to about 3,000 mm during June to September and the rest of the months almost dry. The model is calibrated for a two-year period and validated against the available dataset, which gave satisfactory results. The groundwater flow pattern during the calibration period shows that for the month of May a depleted water table and during the monsoon month of August a saturated water table was predicted. The sensitivity analysis of model parameters reveals that the hydraulic conductivity and recharge rate are the most sensitive parameters. Based on seasonal investigation, the seawater intrusion is found to be more sensitive to pumping and recharge rates compared to the aquifer properties. The water balance study confirms that river seepage and rainfall recharge are the major input to the aquifer. The model is used to forecast the landward movement of seawater intrusion because of the anticipated increase in freshwater draft scenarios in combination with the decreased recharge rate over a longer period. The results of the predictive simulations indicate that seawater intrusion may still confine up to a distance of approximately 450–940 m landward for the scenarios considered and thus are sustainable.
    publisherAmerican Society of Civil Engineers
    titlePredictive Simulation of Seawater Intrusion in a Tropical Coastal Aquifer
    typeJournal Paper
    journal volume142
    journal issue12
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0001037
    pageD4015001
    treeJournal of Environmental Engineering:;2016:;Volume ( 142 ):;issue: 012
    contenttypeFulltext
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