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    Critical Submergence for Multiple Pipe Intakes 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Nevzat Yıldırım; Kerem Taştan
    Publisher: American Society of Civil Engineers
    Abstract: The critical submergence for a group of multiple pipe intakes is predicted using a “superposition method” based on a potential flow solution. Experiments on groups of two, three, and four intakes were conducted. Experimental ...
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    Local Energy Losses for Wave-Type Flows at Abrupt Bottom Changes 

    Source: Journal of Irrigation and Drainage Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Nihat Eroğlu; Kerem Taştan
    Publisher: ASCE
    Abstract: Low-head hydraulic structures, like weirs or barrages, are constructed on rivers for irrigation or power-generation purposes. As the upstream water level rises due to these structures, it is necessary to build an ...
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    Critical Submergence for Dual Rectangular Intakes 

    Source: Journal of Energy Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Nevzat Yıldırım; Abdul Samet Eyüpoğlu; Kerem Taştan
    Publisher: American Society of Civil Engineers
    Abstract: The critical submergence for dual rectangular intakes with no partition walls was investigated. To predict this critical submergence, the same principles as the available superposition methods developed for multiple pipe ...
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