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Nature of transition profile and transition depth; profile does not vary in position with changes in discharge as do normal and critical depth profiles; mathematically, point of transition is singular point; solution to differential equation for steady flow does not yield traditional vertical water-surface profile at that point; graphical method for constructing transition profiles in practical application.

Graphical solutions for uniform open channel flow problems are developed using Manning formula; charts derived for design of rectangular, trapezoidal, and circular channels; analytical procedure for defining several types of open channel flow in which criteria for tranquil, rapid, and pulsating flows are combined in single chart.

Shoreline under consideration extends from St Louis Bay to Biloxi Bay, Miss; construction and maintenance.

Graphical method which greatly reduces labor involved in using tables prepared by Bakhmeteff; advantage is that graphical method permits direct solution for depth of water at end of reach of prescribed length, whereas in older methods series of trial depths had to be assumed until one was found that yielded required length. Bibliography.

Par M. C. E. P. C. en l'Eglise Cathedrale, Titelvignette; diverse Paginierfehler, Eingebunden in J. J. Leus Reisbeschreibung durch die Niederlande, Frankreich und Deutschland

Nature of transition profile and transition depth; profile does not vary in position with changes in discharge as do normal and critical depth profiles; mathematically, point of transition is singular point; solution to differential equation for steady flow does not yield traditional vertical water-surface profile at that point; graphical method for constructing transition profiles in practical application.