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    Matrix Methodology to Study the Probability of Pressure Deficit in On-Demand Branched Irrigation Networks 

    Source: Journal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Sergio Zubelzu; Raul Sánchez; Luis Juana
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a matrix algebraic expression based on the probability of pressure deficit. A set of expressions to calculate the average and the variance of the aggregated head losses in any pathway of the irrigation ...
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    Estimation of Cavitation Limits From Local Head Loss Coefficient 

    Source: Journal of Fluids Engineering:;2008:;volume( 130 ):;issue: 010:;page 101302
    Author(s): Raúl Sánchez; Francisco V. Laguna; Leonor Rodríguez-Sinobas; Luis Juana
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Cavitation effects in valves and other sudden transitions in water distribution systems are studied as their better understanding and quantification is needed for design and analysis purposes and ...
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    Analytical Expressions for Hydraulic Calculation of Trapezoidal Drip Irrigation Units 

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Luis Juana; Leonor Rodríguez-Sinobas; Raúl Sánchez; Alberto Losada
    Publisher: American Society of Civil Engineers
    Abstract: Analytical expressions have been developed relating water distribution indexes in trapezoidal drip irrigation units to design variables which define these units: lengths and diameters of pipes, emitter and lateral spacing, ...
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    Closure to “Analytical Relationships for Designing Rectangular Drip Irrigation Units” by Luis Juana, Alberto Losada, Leonor Rodríguez-Sinobas, and Raúl Sanchez 

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Luis Juana; Alberto Losada; Leonor Rodríguez-Sinobas; Raul Sanchez
    Publisher: American Society of Civil Engineers
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    Water Distribution in Laterals and Units of Subsurface Drip Irrigation. I: Simulation 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Leonor Rodríguez-Sinobas; María Gil; Luis Juana; Raúl Sánchez
    Publisher: American Society of Civil Engineers
    Abstract: A complete methodology to predict water distribution in laterals and units of subsurface drip irrigation (SDI) is proposed. Two computer programs have been developed for the hydraulic characterization of SDI; one for ...
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    Water Distribution in Laterals and Units of Subsurface Drip Irrigation. II: Field Evaluation 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Leonor Rodríguez-Sinobas; María Gil; Luis Juana; Raúl Sánchez
    Publisher: American Society of Civil Engineers
    Abstract: The performance of drip irrigation and subsurface drip irrigation (SDI) laterals has been compared. Two emitter models (one compensating and the other noncompensating) were assessed. Field tests were carried out with a ...
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    Probability of Pressure Deficit in On-Demand Branched Networks and Incorporation into Design Decisions 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author(s): Luis Juana; Raúl Sánchez; Leonor Rodríguez-Sinobas; Francisco Laguna
    Publisher: American Society of Civil Engineers
    Abstract: This technical paper presents analytical expressions to estimate the probability function of head losses in any path of an on-demand branched irrigation network. They are developed for estimating the probability of pressure ...
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    Analytical Relationships for Designing Rectangular Drip Irrigation Units 

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): Luı´s Juana; Alberto Losada; Leonor Rodrı´guez-Sinobas; Raúl Sánchez
    Publisher: American Society of Civil Engineers
    Abstract: Approximate analytical expressions were obtained that relate uniformity indices of water distribution in rectangular drip irrigation units as a function of the variables that define that unit: lengths and diameters of ...
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