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    Uncertainty Quantification of Transient Unsaturated Seepage through Embankment Dams 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 006
    Author(s): Melih Calamak; A. Melih Yanmaz
    Publisher: American Society of Civil Engineers
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    Probabilistic Evaluation of the Effects of Uncertainty in Transient Seepage Parameters 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Melih Calamak; A. Melih Yanmaz; Elcin Kentel
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the effect of uncertainty in the hydraulic conductivity and van Genuchten fitting parameters used for unsaturated flow modeling of transient seepage through embankment dams. Random variables of the ...
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    Determination of Minimum Intermediary Hold Durations in Multistage First-Filling Schedule of Earth-Fill Dam Reservoirs 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007:;page 04024135-1
    Author(s): Ege Can Kurter; Melih Calamak; A. Melih Yanmaz
    Publisher: American Society of Civil Engineers
    Abstract: Earth-fill dams should be monitored during the first filling of the reservoir to avoid several potential risks. Following the completion of dam construction, the primary safety check is monitoring the dam behavior during ...
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    Experimental Investigation of Flood Management by an Instantaneous Levee Breach 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021056
    Author(s): Ibrahim Adil Ibrahim Al-Hafidh; Melih Calamak; Lindsey Ann LaRocque; M. Hanif Chaudhry; Jasim Imran
    Publisher: ASCE
    Abstract: Laboratory experiments were conducted to investigate the reduction of flood depth in a channel due to an engineered levee breach. Different combinations of inflow hydrographs, breach openings, and floodplain storage areas ...
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