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    Estimating Hydraulic Conductivity for Models of Soils with Macropores 

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Mahmood H. Nachabe
    Publisher: American Society of Civil Engineers
    Abstract: A simple and efficient method was developed to determine soil macroporosity and hydraulic conductivity for dual-porosity models from measurements of unconfined infiltration rates. The utility of this method was demonstrated ...
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    Infiltration in Shallow Water Table Environments: Simple Two-Phase Model Accounting for Air Compression and Counterflow 

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 010
    Author(s): Mahmood H. Nachabe; Dori Sabeh
    Publisher: American Society of Civil Engineers
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    Inferences of Groundwater Response to Projected Hydroclimatic Changes in North Florida 

    Source: Journal of Hydrologic Engineering:;2023:;Volume ( 028 ):;issue: 004:;page 04023001-1
    Author(s): Fatih Gordu; Mahmood H. Nachabe
    Publisher: American Society of Civil Engineers
    Abstract: Discerning anthropogenic stressors on groundwater is critical for climate change adaptation to reduce risks and increase resiliency. Long-term groundwater level trends are forecasted and examined at three sites in North ...
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    Modeling Denitrifying Stormwater Biofilters Using SWMM5 

    Source: Journal of Environmental Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Thomas J. Lynn; Mahmood H. Nachabe; Sarina J. Ergas
    Publisher: American Society of Civil Engineers
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    Effect of Hydrodynamic Dispersion in Denitrifying Wood-Chip Stormwater Biofilters 

    Source: Journal of Sustainable Water in the Built Environment:;2016:;Volume ( 002 ):;issue: 004
    Author(s): Thomas J. Lynn; Sarina J. Ergas; Mahmood H. Nachabe
    Publisher:
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    Infiltration over Heterogenous Watershed: Influence of Rain Excess 

    Source: Journal of Hydrologic Engineering:;1997:;Volume ( 002 ):;issue: 003
    Author(s): Mahmood H. Nachabe; Tissa H. Illangasekare; Hubert J. Morel-Seytoux; Laj R. Ahuja; Huan Ruan
    Publisher: American Society of Civil Engineers
    Abstract: Once the soil surface reaches saturation, rain excess is generated. This rain excess may run over and infiltrate in other areas of the watershed. In this study, we consider three scenarios of distributing rain excess/run-on ...
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