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    Adjusted Factor <b><i>G</i></b><b><sub><i>a</i></sub></b> for Pipelines with Multiple Outlets and Outflow 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author(s): Arif A. Anwar
    Publisher: American Society of Civil Engineers
    Abstract: The adjusted factor
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    Friction Correction Factors for Center-Pivots 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Arif A. Anwar
    Publisher: American Society of Civil Engineers
    Abstract: Analytical equations for friction correction factors for center-pivot laterals without end guns are developed. This work illustrates a discrepancy when earlier equations are applied to center-pivots with small numbers of ...
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    Closure to “Factor <i>G</i> for Pipelines with Equally Spaced Multiple Outlets and Outflow” by Arif A. Anwar 

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): Arif A. Anwar
    Publisher: American Society of Civil Engineers
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    Adjusted Average Correction Factors for Sprinkler Laterals 

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 005
    Author(s): Arif A. Anwar
    Publisher: American Society of Civil Engineers
    Abstract: This paper is the fourth in a series on friction factors for sprinkler laterals. The widely used friction correction factor
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    Correction Factors for Center Pivots with End Guns 

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): Arif A. Anwar
    Publisher: American Society of Civil Engineers
    Abstract: The end-gun discharge of center pivots is expressed as a ratio of the inflow at the pivot. Using this ratio, equations are developed for the friction correction factor and pressure distribution factor. If end-gun discharge ...
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    Factor <i>G</i> for Pipelines with Equally Spaced Multiple Outlets and Outflow 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): Arif A. Anwar
    Publisher: American Society of Civil Engineers
    Abstract: A factor
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    Baffle Sluice Modules with Improved Performance 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Arif A. Anwar
    Publisher: American Society of Civil Engineers
    Abstract: This work demonstrates the applicability of more generalized sluice gate equations to the design of baffle sluice modules. The generalized equations allow the module to be designed for any upstream head. These equations ...
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    Inlet Pressure for Horizontal Tapered Laterals 

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author(s): Arif A. Anwar
    Publisher: American Society of Civil Engineers
    Abstract: Analytical equations are presented for two average pressure correction factors developed for linear displacement laterals with or without outflow at the downstream end. The average correction factor for laterals without ...
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    Design of Hydraulically Efficient Power-Law Channels with Freeboard 

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): Arif A. Anwar; Derek Clarke
    Publisher: American Society of Civil Engineers
    Abstract: A power-law channel is a generalized form of the parabolic channel. The exponent of the governing equation is a variable that for certain maximum permissible side slopes can be determined by maximizing the cross-sectional ...
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    Irrigation Scheduling Using Mixed-Integer Linear Programming 

    Source: Journal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author(s): Arif A. Anwar; Derek Clarke
    Publisher: American Society of Civil Engineers
    Abstract: A mixed-integer program is presented for scheduling canal irrigation among a group of users where the duration of flow of each outlet and a target start time is specified by the users. Two models are developed. The first ...
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