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    Design of Cascade Stilling Basins for High Dam Spillways 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Nandana Vittal; P. D. Porey
    Publisher: American Society of Civil Engineers
    Abstract: Conventional methods of energy dissipation by single‐fall hydraulic jump‐type stilling basin, roller bucket, or ski‐jump bucket may not be suitable for high dam spillways because of very high velocities at the end of the ...
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    Discussion of “Hydraulic Design of Stepped Spillways” by Robert M. Boes and Willi H. Hager 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): A. D. Ghare; P. D. Porey; R. N. Ingle
    Publisher: American Society of Civil Engineers
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    A 1D–2D Coupled Hydrodynamic Model for River Flood Prediction in a Coastal Urban Floodplain 

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 002
    Author(s): P. V. Timbadiya; P. L. Patel; P. D. Porey
    Publisher: American Society of Civil Engineers
    Abstract: In this work, a one dimensional–two dimensional (1D–2D) coupled hydrodynamic model is developed for prediction of water levels in the lower Tapi River and its coastal urban floodplain (Surat city in Gujarat, India). A ...
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    Discussion of “Simplified Estimation of Reference Evapotranspiration from Pan Evaporation Data in California” by Richard L. Snyder, Morteza Orang, Scott Matyac, and Mark E. Grismer 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): A. D. Ghare; P. D. Porey; R. N. Ingle
    Publisher: American Society of Civil Engineers
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    Turbulent Boundary Layer over Flat Plate with Rigid and Flexible Surfaces 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 008
    Author(s): M. S. Abu Sharekh; S. K. Pathak; G. L. Asawa; P. D. Porey
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an investigation concerning a turbulent boundary layer over a flat plate with flexible surface. Experiments were carried out in a wind tunnel for a flat plate model with rigid as well as flexible surfaces. ...
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    Turbulent Boundary Layer over Symmetric Bodies with Rigid and Flexible Surfaces 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 004
    Author(s): M. S. Abu Sharekh; S. K. Pathak; G. L. Asawa; P. D. Porey
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an investigation concerning the development of a turbulent boundary layer over a 2D symmetrical aerofoil and a 3D axisymmetric body with rigid and flexible surfaces. The experimental work ...
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    Experimental Studies on Flow over Labyrinth Weir 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): B. V. Khode; A. R. Tembhurkar; P. D. Porey; R. N. Ingle
    Publisher: American Society of Civil Engineers
    Abstract: Labyrinth spillway is the effective and economical solution to increase the discharge by increasing the spillway crest length without an associated increase in structure width. Use of labyrinth spillway is particularly ...
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    Block Ramp Design for Efficient Energy Dissipation 

    Source: Journal of Energy Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): A. D. Ghare; R. N. Ingle; P. D. Porey; S. S. Gokhale
    Publisher: American Society of Civil Engineers
    Abstract: Block ramp structure can be a part of a layout of microhydel scheme, depending upon the conditions of topography and geology at the site. Block ramps transmit the flow of stream to a lower level inducing kinetic energy ...
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    Hydraulics of Skimming Flow on Modeled Stepped Spillways 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 012
    Author(s): Robert M. Boes; Jorge Matos; I. Ohtsu; Y. Yasuda; M. Takahashi; S. P. Tatewar; R. N. Ingle; P. D. Porey; Geoffrey G. S. Pegram; Andrew K. Officer; Samuel R. Mottram
    Publisher: American Society of Civil Engineers
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