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OPTIMUM CHANNEL GEOMETRY AND MINIMUM ENERGY DISSIPATION RATE 总被引：2，自引：0，他引：2
Chih Ted Yang Charles C. S. Song International Special Projects Coordinator U. S. Bureau of Reclamation Denyer Colorado U. S. A. Professor St. Anthony Falls Hydraulic Laboratory University of Minnesota MinneaPOlis Minnesota U. S. A. 《国际泥沙研究》1990,(1)
1. INTRODUCTIONA natural river adjusts its roughness, channel geometry, slope I length, and Pattern to changing hydrologic, geologic, and manmade conditions. However, some sort of mean condition or quasi-equilibriumcondition appears to exist for natural streams. The earliest attempts to describe the quasi--equlibrium geometry of rivers were the empirical approaches, such as the regime approach proposed by Lacey (1929) andLeoPOld et al. (1953 ). Later, theoretical approaches based on the… 相似文献
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