All hydraulic structures are constructed on the solid Earth, which
can be mathematically treated as an infinite domain, from the
engineering length-scale point of view. This book examines the
computational simulation of static and dynamic responses of
hydraulic structures, which are constructed on infinite
foundations. Moreover, the analysis and design problem of water
distribution networks has been and will continue to be a main
subject of hydraulic engineering. This book presents a design
procedure improved by using power law friction factor, which
provides accurate solutions for three types of pipe design problems
with considering effect of local losses.
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