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    Stepped Spillway with Hydraulic Jumps: Application of a Numerical Model to a Scale Model of a Conceptual Prototype 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Rita F. Carvalho; Rui Martins
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic jumps on the steps of a stepped spillway were investigated analytically, physically, and numerically. Using classic hydraulic formulae, a conceptual prototype was designed. A large scale model was adapted and an ...
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    Closure to “Hydraulic Characteristics of a Drop Square Manhole with a Downstream Control Gate” by Rita F. Carvalho and Jorge Leandro 

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 007
    Author(s): Rita F. Carvalho; Jorge Leandro
    Publisher: American Society of Civil Engineers
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    Hydraulic Characteristics of a Drop Square Manhole with a Downstream Control Gate 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Rita F. Carvalho; Jorge Leandro
    Publisher: American Society of Civil Engineers
    Abstract: Manhole drops in drainage systems are often designed for providing energy dissipation, for controlling high velocities and for minimizing sewers structural damage. The flow is characterized by excessive air-entrainment and ...
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    Assessment of the Ability of a Volume of Fluid Model to Reproduce the Efficiency of a Continuous Transverse Gully with Grate 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Pedro Lopes; Jorge Leandro; Rita F. Carvalho; Beniamino Russo; Manuel Gómez
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the numerical investigation of the drainage efficiency of a continuous transverse gully with the grate’s slots aligned in the flow direction and compared with experimental data sets. The gully efficiency ...
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