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    Gravitational and Shear Instabilities in Compound and Composite Channels 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): A. A. Kolyshkin; M. S. Ghidaoui
    Publisher: American Society of Civil Engineers
    Abstract: Linear analysis of gravitational instabilities in the presence of a shear layer and shear instabilities in the presence of a free surface is performed. This study is relevant to shallow mixing layers, such as flow in ...
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    A Priori Identifiability of Unsaturated Soil Parameters 

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): M. S. Ghidaoui; K. S. H. Prasad
    Publisher: American Society of Civil Engineers
    Abstract: A priori identifiability (i.e., identifiability under perfect data) is a necessary condition for posteriori identifiability (i.e., identifiability under real data), and by implication a priori nonidentifiability is a ...
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    Stability Analysis of Velocity Profiles in Water-Hammer Flows 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 006
    Author(s): M. S. Ghidaoui; A. A. Kolyshkin
    Publisher: American Society of Civil Engineers
    Abstract: This paper performs linear stability analysis of base flow velocity profiles for laminar and turbulent water-hammer flows. These base flow velocity profiles are determined analytically, where the transient is generated by ...
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    Linear Stability Analysis of Lateral Motions in Compound Open Channels 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): M. S. Ghidaoui; A. A. Kolyshkin
    Publisher: American Society of Civil Engineers
    Abstract: A linear stability analysis of lateral motions in shallow flow open channels with a free surface is presented. Unlike previous studies, this work does not employ the rigid-lid assumption. Computations revealed that the ...
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    Range of Validity of the Transient Damping Leakage Detection Method 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): W. Nixon; M. S. Ghidaoui; A. A. Kolyshkin
    Publisher: American Society of Civil Engineers
    Abstract: In a recent paper, an elegant, efficient, and easy to apply transient-based leakage detection method was proposed. The method exploits the fact that friction and leakage damp the modes of transient waves in a different ...
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    Local and Integral Energy-Based Evaluation for the Unsteady Friction Relevance in Transient Pipe Flows 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): H. F. Duan; S. Meniconi; P. J. Lee; B. Brunone; M. S. Ghidaoui
    Publisher: American Society of Civil Engineers
    Abstract: Unsteady friction and its modeling have been widely studied in transient pipe flows for its influences and modification effect on pressure waves. Such a feature is of great importance particularly in pipe systems where the ...
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    Experimental Investigation of Coupled Frequency and Time-Domain Transient Test–Based Techniques for Partial Blockage Detection in Pipelines 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 010
    Author(s): S. Meniconi; H. F. Duan; P. J. Lee; B. Brunone; M. S. Ghidaoui; M. Ferrante
    Publisher: American Society of Civil Engineers
    Abstract: Partial blockages commonly exist in pressurized pipeline systems, and the rapid remediation of such faults is required to reduce the wastage of energy as well as to maintain the serviceability of the pipe network. Numerous ...
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    Extended Blockage Detection in Pipes Using the System Frequency Response: Analytical Analysis and Experimental Verification 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 007
    Author(s): Huan-Feng Duan; Pedro J. Lee; Ayaka Kashima; Jielin Lu; M. S. Ghidaoui; Yeou-Koung Tung
    Publisher: American Society of Civil Engineers
    Abstract: Extended blockages in a pipeline system are expected to impose changes onto the system resonant frequencies where the size and nature of the frequency shifts can be used to determine the blockage characteristics. Although ...
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    Relevance of Unsteady Friction to Pipe Size and Length in Pipe Fluid Transients 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): H.-F. Duan; M. S. Ghidaoui; P. J. Lee; Y. K. Tung
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the importance of pipe system scale—specifically pipe length and diameter—on unsteady friction in pipe transients. A dimensionless analysis is conducted for the one-dimensional (1D) water-hammer ...
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    Further Developments in Rapidly Decelerating Turbulent Pipe Flow Modeling 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author(s): S. Meniconi; H. F. Duan; B. Brunone; M. S. Ghidaoui; P. J. Lee; M. Ferrante
    Publisher: American Society of Civil Engineers
    Abstract: In the last two decades, energy dissipation in unsteady-state pressurized pipe flow has been examined by various authors, where the instantaneous wall shear stress is split into a quasi-steady and an unsteady shear stress ...
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