Hydraulics of steady flow in open channels
- New York : Wiley, 1941.
- viii, 151p.
Introduction;Bernoulli´s theorem applied to a frictionless rectangular open channel;The stationary hydraulic jump in channels;Criteria of flow and the hydraulic jump in channels of non-rectangular cross section;The moving hydraulic jump;Backwater curves. Introductory;Backwater curves in uniform channels;Analysis of flow problems;Set methods for backwater curves;Bends, transitions and obstructions;Slowly varied flow