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    Hydrological and Ecological Studies in a Northern Climate: Some Canadian Experiences 

    Source: Journal of Cold Regions Engineering:;2000:;Volume ( 014 ):;issue: 004
    Author(s): Taha B. M. J. Ouarda
    Publisher: American Society of Civil Engineers
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    Effect of Trimming on LP III Flood Quantile Estimates 

    Source: Journal of Hydrologic Engineering:;1998:;Volume ( 003 ):;issue: 001
    Author(s): Taha B. M. J. Ouarda; Fahim Ashkar
    Publisher: American Society of Civil Engineers
    Abstract: In the fields of statistics and hydrology, a considerable amount of research has been directed toward robust methods of estimation. This paper broadly reviews these methods and presents results of the application of a ...
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    Approximate Confidence Intervals for Quantiles of Gamma and Generalized Gamma Distributions 

    Source: Journal of Hydrologic Engineering:;1998:;Volume ( 003 ):;issue: 001
    Author(s): Fahim Ashkar; Taha B. M. J. Ouarda
    Publisher: American Society of Civil Engineers
    Abstract: In hydraulic design, one often needs to estimate flood quantiles for use as design values. It is important to assess the estimation error by constructing confidence intervals (CIs) for these quantiles. Fitting probability ...
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    Discussion of “<i>Recurrence Interval of Geophysical Events</i>” by Hugo A. Loaiciga and Miguel A. Marino (May/June, 1991, Vol. 117, No. 3) 

    Source: Journal of Water Resources Planning and Management:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Fahim Ashkar; Taha B. M. J. Ouarda; Nassir El‐Jabi
    Publisher: American Society of Civil Engineers
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    Regional Flood Peak and Volume Estimation in Northern Canadian Basin 

    Source: Journal of Cold Regions Engineering:;2000:;Volume ( 014 ):;issue: 004
    Author(s): Taha B. M. J. Ouarda; Mario Haché; Pierre Bruneau; Bernard Bobée
    Publisher: American Society of Civil Engineers
    Abstract: It is often necessary to estimate extreme events at sites where little or no hydrometric data are available. In such cases, one may use a regional estimation procedure, utilizing data available from other stations in the ...
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    Treatment of Zeroes in Tail Modeling of Low Flows 

    Source: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 001
    Author(s): S. Rocky Durrans; Taha B. M. J. Ouarda; Peter F. Rasmussen; Bernard Bobée
    Publisher: American Society of Civil Engineers
    Abstract: The presence of zeroes in a record of low flows usually has been interpreted as being indicative of a stream that goes dry during some periods. However, in some instances, zeroes may appear in a gauging record simply because ...
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    Approach for Describing Statistical Properties of Flood Hydrograph 

    Source: Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 002
    Author(s): Sheng Yue; Taha B. M. J. Ouarda; Bernard Bobée; Pierre Legendre; Pierre Bruneau
    Publisher: American Society of Civil Engineers
    Abstract: The shape of a flood hydrograph is a random event. This study develops a method for describing statistical properties of the shape of a flood hydrograph. Two shape variables, namely, shape mean
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    Improved Model of Deep-Draft Ship Squat in Shallow Waterways Using Stepwise Regression Trees 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): Claudie Beaulieu; Samir Gharbi; Taha B. M. J. Ouarda; Christian Charron; Mohamed Aymen Ben Aissia
    Publisher: American Society of Civil Engineers
    Abstract: To maintain an optimum balance between security and efficiency of maritime transport in shallow waterways with a lot of deep-draft ship traffic such as in the St. Lawrence Waterway, it is particularly important to accurately ...
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