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    Hydraulic of Stepped Spillways 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 012
    Author(s): Geoffrey G. S. Pegram
    Publisher: American Society of Civil Engineers
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    Integration of Rainfall via Multiquadric Surfaces over Polygons 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Guy C. Pegram; Geoffrey G. S. Pegram
    Publisher: American Society of Civil Engineers
    Abstract: Hydrologic modeling requires accurate estimation of daily areal rainfall. In many parts of the world, this task is complicated by sparse rain‐gage networks and unreliable or missing data. This paper presents a simple, ...
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    Hydraulics of Skimming Flow on Modeled Stepped Spillways 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Geoffrey G. S. Pegram; Andrew K. Officer; Samuel R. Mottram
    Publisher: American Society of Civil Engineers
    Abstract: Two sets of models of stepped spillways of slope 1 upon 0.6 with the same crest-shape and with a range of step sizes (0.25–2.0 m on the 1:10 scale and 0.5–2.0 m on the 1:20 scale models) were built and studied. In the range ...
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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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