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    Discussion of “Type II Sedimentation: Removal Efficiency from Column‐Settling Tests” by Ravindra M. Srivastava (May/June, 1992, Vol. 118, No. 3) 

    Source: Journal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): H. Ali San; H. Z. Sarikaya
    Publisher: American Society of Civil Engineers
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    Bacterial Die‐Off in Waste Stabilization Ponds 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): H. Z. Sarikaya; A. M. Saatçi
    Publisher: American Society of Civil Engineers
    Abstract: A rate model has been given for the bacterial die‐off in waste stabilization ponds. Die‐off rate has been expressed as the sum of die‐off rate in the dark and the die‐off due to light. The proposed rate model has been ...
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    Effect of Pond Depth on Bacterial Die‐Off 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): H. Z. Sarikaya; A. M. Saatçi; A. F. Abdulfattah
    Publisher: American Society of Civil Engineers
    Abstract: The depth dependence of bacterial die‐off was demonstrated experimentally both in batch models and in three pilot‐scale waste stabilization ponds with water depths of 0.5 m, 1.0 m, and 1.5 m. The dimensions of the ponds ...
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    Urban Groundwater Rise Control: Case Study 

    Source: Journal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): O. S. Abu‐Rizaiza; H. Z. Sarikaya; M. Z. Ali Khan
    Publisher: American Society of Civil Engineers
    Abstract: Seepage of wastewater from cesspools, and of leachate from green areas and parks, results in an annual groundwater rise of 0.5 m in Jeddah, Saudi Arabia. The rise causes several environmental and structural problems. A ...
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