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    Closure to “<i>Fourier Analysis of Dissipative FEM Channel Flow Model</i>” by Nikolaos D. Katopodes (July, 1984, Vol. 110, No. 7) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Nikolaos D. Katopodes
    Publisher: American Society of Civil Engineers
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    Closure to “<i>A Dissipative Galerkin Scheme for Open‐Channel Flow</i>” by Nikolaos D. Katapodes (April, 1984) 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author(s): Nikolaos D. Katopodes
    Publisher: American Society of Civil Engineers
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    A Dissipative Galerkin Scheme for Open‐Channel Flow 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Nikolaos D. Katopodes
    Publisher: American Society of Civil Engineers
    Abstract: The finite element method based on the classical Galerkin formulation produces very poor results when applied to discontinuous channel flow. A variance of the Galerkin method is proposed that exhibits highly selective ...
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    Fourier Analysis of Dissipative fem Channel Flow Model 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author(s): Nikolaos D. Katopodes
    Publisher: American Society of Civil Engineers
    Abstract: The algorithmic properties of a dissipative Galerkin scheme for openchannel flow are investigated by means of a Fourier analysis based on the linearized equations describing kinematic and dynamic wave motion in shallow ...
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    Closure to “<i>On Zero‐Inertia and Kinematic Waves</i>” by Nikolaos D. Katopodes (November, 1982) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Nikolaos D. Katopodes
    Publisher: American Society of Civil Engineers
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    Observability of Surface Irrigation Advance 

    Source: Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Nikolaos D. Katopodes
    Publisher: American Society of Civil Engineers
    Abstract: The conditions of observability and field‐parameter identifiability for surface irrigation advance are examined by analytical' techniques and the linearized zero‐inertia model. The existence and uniqueness of the inverse ...
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    Discussion of “<i>Asymptotic Solution for Dam‐Break Problem</i>” by Bruce Hunt (January, 1982) 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Nikolaos D. Katopodes
    Publisher: American Society of Civil Engineers
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    Site and Size Optimization of Contaminant Sources in Surface Water Systems 

    Source: Journal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author(s): Nikolaos D. Katopodes; Michael Piasecki
    Publisher: American Society of Civil Engineers
    Abstract: A numerical method is developed to minimize the environmental impact of one or multiple contaminant point sources in a vertically mixed river or estuary. The algorithm is based on a finite-element solution of the adjoint ...
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    Identification of Stream Dispersion Coefficients by Adjoint Sensitivity Method 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): Michael Piasecki; Nikolaos D. Katopodes
    Publisher: American Society of Civil Engineers
    Abstract: A numerical technique is presented for identification of spatially distributed dispersion coefficients for 2D mass transport in vertically mixed rivers and estuaries. The method is based on a nonlinear optimization procedure ...
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    Control of Contaminant Releases in Rivers. II: Optimal Design 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): Michael Piasecki; Nikolaos D. Katopodes
    Publisher: American Society of Civil Engineers
    Abstract: A numerical method is developed for the optimal design of contaminant releases in shallow rivers and estuaries. The algorithm is based on the hypothesis that the control action, at one or more points of release, can be ...
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