Three conservation laws – conservation of mass, conservation of momentum, and conservation of energy– describe steady, free-surface flows. In this chapter, equations describing these laws are derived and their application for the analysis of these flows is demonstrated.
For simplicity, only one-dimensional flows are considered in this chapter. In these flows, the flow velocity is only in the direction of flow and the components of flow velocity in the transverse and vertical directions are zero.
KeywordsChannel Width Froude Number Rectangular Channel Head Loss Hydraulic Jump
Unable to display preview. Download preview PDF.
- Bakhmeteff, B. A., 1932, Hydraulics of Open Channels, McGraw-Hill Book Co., New York, NY.Google Scholar
- Chow, V. T., 1959, Open-Channel Hydraulics, McGraw-Hill Book Co., New York, NY.Google Scholar
- Henderson, F. M., 1966, Open Channel Flow, MacMillan Publishing Co., New York, NY.Google Scholar
- Roberson, J. A. and Crowe, C. T., 1997, Engineering Fluid Mechanics, 6th ed., John Wiley & Sons, New York, NY.Google Scholar