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    Closure to “Velocity Profile and Flow Resistance Models for Developing Chute Flow” by Oscar Castro-Orgaz 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): O. Castro-Orgaz
    Publisher: American Society of Civil Engineers
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    Closure to “Energy and Momentum Velocity Coefficients for Calibrating Submerged Sluice Gates in Irrigation Canals” by Oscar Castro-Orgaz, David Lozano, and Luciano Mateos 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 009
    Author(s): O. Castro-Orgaz; D. Lozano; L. Mateos
    Publisher: American Society of Civil Engineers
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    Critical Flow over Circular Crested Weirs 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): O. Castro-Orgaz; J. V. Giráldez; J. L. Ayuso
    Publisher: American Society of Civil Engineers
    Abstract: The critical flow principle is a useful approach for the hydraulic analysis of round-crested weirs due to their single head-discharge relationships. The hydraulics of circular-crested weirs is examined using simplified ...
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    Transcritical Flow due to Channel Contraction 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): O. Castro-Orgaz; J. V. Giráldez; J. L. Ayuso
    Publisher: American Society of Civil Engineers
    Abstract: The singular point is a physical phenomenon consistent with critical flow conditions, and, consequently, the real control section of a water surface profile. A general method to study the location, type, and water surface ...
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    Closure to “Transcritical Flow due to Channel Contraction” by O. Castro-Orgaz, J. V. Giráldez, and J. L. Ayuso 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): O. Castro-Orgaz; J. V. Giráldez; J. L. Ayuso
    Publisher: American Society of Civil Engineers
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    Critical Depth Relationships in Developing Open-Channel Flow 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): O. Castro-Orgaz; J. V. Giráldez; J. L. Ayuso
    Publisher: American Society of Civil Engineers
    Abstract: Doubts have been expressed about the validity of the critical depth defined in terms of the minimum specific energy head of the free-surface streamline when dealing with developing open-channel flows. This note examines ...
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