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    Direct Prediction of Discharge at Supercritical Flow Regime Based on Brink Depth for Inverted Semicircular Channels 

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Ehsan Abrari; Mustafa Ergil; Mohammad Karim Beirami
    Publisher: American Society of Civil Engineers
    Abstract: The end depth of a free overfall (also known as the brink depth) provides a good hint about how to measure discharge (Q). This technical note details two theoretical approaches for computing end depth ratio (EDR) and end ...
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    Solving Trapezoidal Free Overfall by Inserting a Brink Pressure Effect into Sharp-Crested Weir Theory 

    Source: Journal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 007
    Author(s): Abrari Ehsan;Ergil Mustafa;Beirami Mohammad Karim
    Publisher: American Society of Civil Engineers
    Abstract: Free overfalls offer a simple approach to determining a discharge using a single depth measurement at the end section (brink) of a channel. Fundamental equations based on the sharp-crested weir theory, both continuity and ...
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    Uses of Precipitation-Based Climate Indices in Drought Characterization 

    Source: Journal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 008
    Author(s): Chandramouli V. Chandramouli; Nicholas Kaoukis; Mohammad Karim; Leslie Dorworth
    Publisher: American Society of Civil Engineers
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