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    Closure to “<i>Force on Slab beneath Hydraulic Jump</i>” by Javad Farhoudi and Rangaswami Narayanan (January, 1991, Vol. 117, No. 1) 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Javad Farhoudi; Rangaswami Narayanan
    Publisher: American Society of Civil Engineers
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    Force on Slab beneath Hydraulic Jump 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Javad Farhoudi; Rangaswami Narayanan
    Publisher: American Society of Civil Engineers
    Abstract: Experiments have been carried out to measure the mean and fluctuating forces exerted on the slab beneath the free hydraulic jump. Slabs of various lengths and widths have been used at Froude numbers of the upstream flow ...
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    Hydraulic Jump in Sloping Channels 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): Mustafa Gunal; Rangaswami Narayanan
    Publisher: American Society of Civil Engineers
    Abstract: Experiments have been carried out to determine the streamwise variations of the mean flow properties of the hydraulic jump formed in sloping channels. Measurements of velocities have been made with hot-film anemometer for ...
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    Flexible Dams Inflated by Water 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author(s): Nicholas Manville Hitch; Rangaswami Narayanan
    Publisher: American Society of Civil Engineers
    Abstract: An inflatable dam is a tube of flexible material inflated by water or air to impound water. The profile of the water inflated dam is obtained numerically. The relationships between the parameters that govern the shape of ...
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    Local Scour Downstream of an Apron 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 011
    Author(s): N. M. K. Nik Hassan; Rangaswami Narayanan
    Publisher: American Society of Civil Engineers
    Abstract: Measurements have been made of the rate of scour downstream of a rigid apron due to a jet of water issuing through a sluice opening. Experiments are carried out for various sand sizes, sluice openings, efflux velocities, ...
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