A general formula for the uniform flow of water in rivers and other channels; by E. Ganguillet and W.R. Kutter. Tr. from the German, with numerous additions, including tables, diagrams, and the elements of over 1200 gaugings of rivers, small channels and pipes, in English measure (1889)
Ganquillet, E, Hering, Rudolph, 1847-, Kutter, Wilhelm R., 1818-1888, Trautwine, John Cresson, 1850-1924 · New York J. Wiley · leaf 103
g through the point whose ordinate is ^ = — and whose abscissa is S = /. If VR y I, M \s, positive, and the hyperbola is convextoward the axis of abscissae. The following figures illustrate the three cases for both.forms of the formula. First Case. \^ < I. (Fig. 14.) 1. Form with abscissae = -^,… … ! I n «4 USk Fig. 15
Hydraulics · Stream measurements
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