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    Deflection of Jets by Weak Crossflows 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 005
    Author(s): Peter M. Steffler; Nallamuthu Rajaratnam
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simple analytical method for the calculation of the trajectories of jets in weak crossflows. Assuming a general similarity of the jet, a simple convection relation with no experimental coefficients ...
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    Effect of Applying Different Distribution Shapes for Velocities and Pressure on Simulation of Curved Open Channels 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 011
    Author(s): Haitham Kamal Ghamry; Peter M. Steffler
    Publisher: American Society of Civil Engineers
    Abstract: Most of the computational models of curved open channel flows use the conventional depth averaged De St. Venant equations. De St. Venant equations assume uniform velocity and hydrostatic pressure distributions. They are ...
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    Predicting Flow in Curved Open Channels by Depth‐Averaged Method 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Yee‐Chung Jin; Peter M. Steffler
    Publisher: American Society of Civil Engineers
    Abstract: A depth‐averaged model formulated in the Cartesian coordinate system is introduced for simulating the velocity distribution in curved open channels. The finite element method is used to simplify the geometry problems in ...
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    Physically Based Hydraulic Jump Model for Depth-Averaged Computations 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author(s): Abdul A. Khan; Peter M. Steffler
    Publisher: American Society of Civil Engineers
    Abstract: Consideration of momentum conservation within a hydraulic jump leads to the conclusion that both the momentum correction due to the nonuniform mean velocity profile and the depth-averaged turbulent normal stress are important ...
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    Modeling Overfalls Using Vertically Averaged and Moment Equations 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 007
    Author(s): Abdul A. Khan; Peter M. Steffler
    Publisher: American Society of Civil Engineers
    Abstract: A new set of vertically averaged and moment equations, which assumes a linear longitudinal velocity distribution and quadratic vertical velocity and pressure distributions, is used for modeling flow in the vicinity of ...
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    Potential-Flow Solution to 2D Transition from Mild to Steep Slope 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 009
    Author(s): Abdul A. Khan; Peter M. Steffler
    Publisher: American Society of Civil Engineers
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    Vertically Averaged and Moment Equations Model for Flow over Curved Beds 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 001
    Author(s): Abdul A. Khan; Peter M. Steffler
    Publisher: American Society of Civil Engineers
    Abstract: A new set of vertically averaged and moment equations, which assumes linear horizontal velocity distribution as well as quadratic vertical velocity and pressure distributions, along with a reduced set of vertically averaged ...
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    Water Surface at Change of Channel Curvature 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): Peter M. Steffler; Nallamuthu Rajaratnam; A. W. Peterson
    Publisher: American Society of Civil Engineers
    Abstract: In the study of flow in curved open channels, it is observed that a gradual transition from a flat to a superelevated water surface occurs when the curvature of the channel is abruptly changed. The length of this transition ...
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    LDA Measurements in Open Channel 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Peter M. Steffler; Nallamuthu Rajaratnam; Allan W. Peterson
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents mean velocity and some turbulence measurements for uniform subcritical flow in a smooth rectangular channel for three aspect ratios equal to 5.08, 7.83, and 12.3 obtained with a Laser Doppler Anemometer. ...
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    Roughness Effects on Flow and Shear Stress Near Outside Bank of Curved Channel 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Yee‐Chung Jin; Peter M. Steffler; Faye E. Hicks
    Publisher: American Society of Civil Engineers
    Abstract: Velocity and turbulence distributions are measured in a 270° curved open channel of half trapezoidal section with extra roughness applied to the outside bank slope. The purpose of this investigation is to provide some ...
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