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    Volume Balance Irrigation Advance Equation: Variation of Surface Shape Factor 

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): John D. Valiantzas
    Publisher: American Society of Civil Engineers
    Abstract: In application of the volume balance (VB) models, it is generally assumed that the average depth of surface water is constant. This basic assumption may cause significant errors in computing advance. In this paper an ...
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    Analytical Approach for Direct Drip Lateral Hydraulic Calculation 

    Source: Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): John D. Valiantzas
    Publisher: American Society of Civil Engineers
    Abstract: In application of previous analytical approaches for drip lateral hydraulic computation, it is generally assumed that the emitter outflow along the lateral is constant. This basic assumption may cause significant errors ...
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    Surface Irrigation Advance Equation: Variation of Subsurface Shape Factor 

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): John D. Valiantzas
    Publisher: American Society of Civil Engineers
    Abstract: The volume balance (VB) algebraic equations based on the power advance assumption (i.e., the time invariance of the subsurface shape factor) may deviate significantly from accurate VB numerical solutions. By systematic ...
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    Explicit Time of Advance Formula for Furrow Design 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): John D. Valiantzas
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of the dimensionless advance curves obtained numerically for various values of infiltration parameter is systematically analyzed. It was found that when the advance problem is expressed in terms of new variables ...
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    Discussion of “Estimation of Surface Volume in Hydrological Models for Border Irrigation” by Joaquín Monserrat and Javier Barragán 

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): John D. Valiantzas
    Publisher: American Society of Civil Engineers
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    Continuous Outflow Variation along Irrigation Laterals: Effect of the Number of Outlets 

    Source: Journal of Irrigation and Drainage Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): John D. Valiantzas
    Publisher: American Society of Civil Engineers
    Abstract: Previous continuous-uniform outlet discharge approaches for the hydraulic analysis of irrigation laterals are generally valid for large (theoretically) infinite number of outlets. For a finite number of outlets, however, ...
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    Hydraulic Analysis and Optimum Design of Multidiameter Irrigation Laterals 

    Source: Journal of Irrigation and Drainage Engineering:;2002:;Volume ( 128 ):;issue: 002
    Author(s): John D. Valiantzas
    Publisher: American Society of Civil Engineers
    Abstract: A new analytical continuous-uniform outflow approach that takes into account the effect of the number of outlets on the multidiameter lateral hydraulics is presented. The pressure head profile along the multidiameter ...
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    Border Advance Using Improved Volume‐Balance Model 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 006
    Author(s): John D. Valiantzas
    Publisher: American Society of Civil Engineers
    Abstract: A simple cost‐efficient model is developed to predict advance phase in border irrigation. Assuming a power function for the water‐depth profile, a volume‐balance equation is applied using an adjusted surface shape factor. ...
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    Inlet Pressure, Energy Cost, and Economic Design of Tapered Irrigation Submains 

    Source: Journal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): John D. Valiantzas
    Publisher: American Society of Civil Engineers
    Abstract: A new particularly simple equation is derived to solve explicitly the economic design problem of submain lines (microirrigation manifold and sprinkle irrigation submains) with pumping. The appropriate lengths of the submain ...
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    Simple Method for Identification of Border Infiltration and Roughness Characteristics 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): John D. Valiantzas
    Publisher: American Society of Civil Engineers
    Abstract: Roughness and infiltration parameters in border irrigation are evaluated with reasonable accuracy and simplicity by iterative analysis of advance‐trajectory data and surface‐depth measurements at a station at or near the ...
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