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Rational Law of Resistance to Flow in a Pipe Line
Parallel and Series System Layout
Three Branching Mains Sizes of Pipes
1 other sections not shown
available to produce Calif centipoises conditions of flow Considering pipe correct values corresponding values critical Reynolds Number diameter different values direction of flow dual flow equation 16 equilibrium point equivalent single pipe established feeder system composed FLOW BY GRAPHICAL flow Q friction factor GAYLORD BROS giving curve graph paper gravity feeder system h and Q head available head h head loss Hydraulic Gradient IIIa IIIb imaginary reservoir laid off vertically long pipes loss of head manner see Fig Manufactured by GAYLORD N. Y. Stockton obtained from figure PALSGROVE PIPE FLOW pipe lines plotted on graph pounds per square pressure at point PROBLEMS IN PIPE quantity of flow RENSSELAER POLYTECHNIC INSTITUTE represented by curves specific gravity square inch gage Syracuse three branching mains type of pipe types of problems value of velocity values of h values of quantity velocity head velocity of flow viscosity water surface level zero of coordinates