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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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    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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    Discussion of “Flow Characteristics of Skimming Flows in Stepped Channels” by I. Ohtsu, Y. Yasuda, and M. Takahashi 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): S. V. Sakhalkar; S. P. Tatewar; R. N. Ingle
    Publisher: American Society of Civil Engineers
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    Optimizing the Cross-Sectional Area of the Break Pressure Tanks 

    Source: Journal of Pipeline Systems Engineering and Practice:;2016:;Volume ( 007 ):;issue: 002
    Author(s): N. N. Sontake; A. D. Vasudeo; A. D. Ghare; R. N. Ingle
    Publisher: American Society of Civil Engineers
    Abstract: For transporting a large quantity of water over a long distance, large pipes are used. In most cases, water is transported by pumping. Installation of break pressure tanks (BPTs) at proper locations on such pipelines ...
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    Optimizing the Cross-Sectional Area of the Break Pressure Tanks 

    Source: Journal of Pipeline Systems Engineering and Practice:;2016:;Volume ( 007 ):;issue: 002
    Author(s): N. N. Sontake; A. D. Vasudeo; A. D. Ghare; R. N. Ingle
    Publisher: American Society of Civil Engineers
    Abstract: For transporting a large quantity of water over a long distance, large pipes are used. In most cases, water is transported by pumping. Installation of break pressure tanks (BPTs) at proper locations on such pipelines ...
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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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