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    Side Discharges into Open Channels: Mathematical Model 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): Ayodeji O. Demuren; Wolfgang Rodi
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a three‐dimensional numerical mathematical model for calculating the near field of side discharges into open channel flow. The method employs the standard
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    Estimating Uncertainty in Computations of Two-Dimensional Separated Flows 

    Source: Journal of Fluids Engineering:;1994:;volume( 116 ):;issue: 002:;page 216
    Author(s): Ayodeji O. Demuren; Robert V. Wilson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present paper investigates sources of uncertainties in two-dimensional flow computations and presents methods for estimating them. A sample problem is used for illustration. The following ...
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    Pipe Network Analysis by Partial Pivoting Method 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author(s): Ayodeji O. Demuren; Felix J. K. Ideriah
    Publisher: American Society of Civil Engineers
    Abstract: A simple and efficient, computer‐oriented method of analyzing hydraulic networks is presented, in which the nonlinear energy equations are linearized to yield, together with the continuity equations, a set of equations,
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    Closure to “<i>Pipe Network Analysis by Partial Pivoting Method</i>” by Ayodeji O. Demuren and Felix J. K. Ideriah (May, 1986, Vol. 112, No. 5) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 012
    Author(s): Ayodeji O. Demuren; Felix J. K. Ideriah
    Publisher: American Society of Civil Engineers
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