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    Discussion of “Uniform and Critical Flow Computations” by Ramappa G. Patil, J. S. R. Murthy, and L. K. Ghosh 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): A. Burcu Altan-Sakarya
    Publisher: American Society of Civil Engineers
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    Discussion of “Generalized Head-Discharge Equation for Flow over Sharp-Crested Inclined Inverted V-Notch Weir” by M. N. Shesha Prakash and A. V. Shivapur 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): A. Burcu Altan-Sakarya
    Publisher: American Society of Civil Engineers
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    Optimal Operation of Water Distribution Pumps Considering Water Quality 

    Source: Journal of Water Resources Planning and Management:;2000:;Volume ( 126 ):;issue: 004
    Author(s): A. Burcu Altan Sakarya; Larry W. Mays
    Publisher: American Society of Civil Engineers
    Abstract: A new methodology has been developed for determining the optimal operation of water distribution system pumps with water quality considerations. The methodology is based upon describing the operation as a discrete time ...
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    Closure to “Optimal Operation of Water Distribution Pumps Considering Water Quality” by A. Burcu Altan Sakarya and Larry W. Mays 

    Source: Journal of Water Resources Planning and Management:;2003:;Volume ( 129 ):;issue: 001
    Author(s): A. Burcu Altan Sakarya; Larry W. Mays
    Publisher: American Society of Civil Engineers
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    Performance of Slit Weir 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): Ismail Aydin; A. Burcu Altan-Sakarya; A. Metin Ger
    Publisher: American Society of Civil Engineers
    Abstract: Slit weirs designed to measure small discharges in open channel flows are investigated. Experimental data available in the literature are added to study the effect of the slit width. An explicit relation for the discharge ...
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