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    Paradox of Peak Flows in a Changing Climate 

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 009
    Author(s): Faisal Hossain
    Publisher: American Society of Civil Engineers
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    Empirical Relationship between Large Dams and the Alteration in Extreme Precipitation 

    Source: Natural Hazards Review:;2010:;Volume ( 011 ):;issue: 003
    Author(s): Faisal Hossain
    Publisher: American Society of Civil Engineers
    Abstract: This study looks at the empirical relationship between the presence of large dams and the potential alteration in extreme precipitation patterns in their vicinity. The global analysis indicates that extreme precipitation ...
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    Improving Engineering Education Outreach in Rural Counties through Engineering Risk Analysis 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Matthew Boynton; Faisal Hossain
    Publisher: American Society of Civil Engineers
    Abstract: Hands-on engineering education is an upcoming trend among K-12 schools throughout the United States to stimulate interest in science, technology, engineering, and mathematics (STEM). This study used unconventional methods ...
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    Land Use and Land Cover Impact on Probable Maximum Flood and Sedimentation for Artificial Reservoirs: Case Study in the Western United States 

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 002
    Author(s): Wondmagegn Yigzaw; Faisal Hossain
    Publisher: American Society of Civil Engineers
    Abstract: Unanticipated peak inflows that can exceed the inflow design flood (IDF) for spillways and result in possible storage loss in reservoirs from increased sedimentation rates lead to a greater risk for downstream floods. ...
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    Assessment of a Probabilistic Scheme for Flood Prediction 

    Source: Journal of Hydrologic Engineering:;2005:;Volume ( 010 ):;issue: 002
    Author(s): Faisal Hossain; Emmanouil N. Anagnostou
    Publisher: American Society of Civil Engineers
    Abstract: This study presents the development of a probabilistic discharge prediction scheme based on an uncertainty framework called generalized likelihood uncertainty estimation (GLUE). By being explicit about a hydrologic model’s ...
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    Hydrological Risk Assessment of Old Dams: Case Study on Wilson Dam of Tennessee River Basin 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author(s): Abebe S. Gebregiorgis; Faisal Hossain
    Publisher: American Society of Civil Engineers
    Abstract: This case study presents a risk analysis reassessment for the oldest dam in the Tennessee River basin—the Wilson Dam—based on postdam flow data. The hydrologic risk of old Wilson Dam was computed from historical flow data ...
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    Probable Maximum Precipitation in a Changing Climate: Implications for Dam Design 

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 012
    Author(s): Steven A. Stratz; Faisal Hossain
    Publisher: American Society of Civil Engineers
    Abstract: Modern dams are overwhelmingly designed under the assumption of climatic stationarity by using a static design value known as probable maximum precipitation (PMP). Therefore, it is worthwhile to explore the impact of ...
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    Maximizing Hydropower Generation with Observations and Numerical Modeling of the Atmosphere 

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 006
    Author(s): Yabin Miao; Xiaodong Chen; Faisal Hossain
    Publisher: American Society of Civil Engineers
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    Establishing a Numerical Modeling Framework for Hydrologic Engineering Analyses of Extreme Storm Events 

    Source: Journal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 008
    Author(s): Xiaodong Chen; Faisal Hossain; L. Ruby Leung
    Publisher: American Society of Civil Engineers
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    Impact of Artificial Reservoir Size and Land Use/Land Cover Patterns on Probable Maximum Precipitation and Flood: Case of Folsom Dam on the American River 

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 009
    Author(s): Wondmagegn Yigzaw; Faisal Hossain; Alfred Kalyanapu
    Publisher: American Society of Civil Engineers
    Abstract: The design of the dams usually considers available historical data for analysis of the flood frequency. The limitation of this approach is the potential shift in flood frequency due to physically plausible factors that ...
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