|
<br />3. Chang, H. H., and Hill, J. c., "Computer Modeling of Erodible Flood Chan-
<br />nels and Deltas," Journal of the Hydraulics Division, ASCE, Vol. 102, No. HY1O,
<br />Oct., 1976, pp. 1461-1475,
<br />4. Chang, H. H., and Hill, J. c., "Minimum Stream Power for Rivers and Del-
<br />tas," Jou,.""l of the Hydraulics Division, ASCE, Vol. 103, No, HY12, Dee" 1977,
<br />pp. 137S-1389.
<br />5. Chang, H. H., "Mathematical Model for ,Erodible Channels:' Journal of the
<br />Hydraulics Diuision, ASCE, Vol. lOB, No. HY5, May, 19B2, pp. 678-689,
<br />6, Fread, D. L., "Numerical Properties of Implicit Four-Point Finite Difference
<br />Equations of Unsteady Flow," National Weather Service, NOAA, Technical
<br />Memorandum NWS Hydro-lB, Mar., 1974.
<br />7. "Flood Plain Changes During Major Floods," Department of Sanitation and
<br />Flood Contro!, Community Services Agency, County of San Diego, Calif.,
<br />1979.
<br />B. Grat, W. H., Hydraulics of Sediment Transport, McGraw-Hill Book Co" New
<br />York, N.Y., 1971,509 pp.
<br />9. "HEC-2 Water Surface Prom.., Users Manual," Hydrologic Engineering Center,
<br />U.S, Army, Corps of Engineers, Nov., 1976,
<br />10. Kikkawa, H., Ikeda,S., and Kitagawa, A., "Flow and Bed Topography in
<br />Curved Open Channels," Journal of the Hydraulics Division, ASCE, Vol. 102,
<br />No. HY9, Sept., 1976, pr' 1327-1342.
<br />11. Lane, E. W" "A Study 0 the Shape of Channels Formed by Natural Streams
<br />Flowing in Erodible Maleria!," Missouri River Division Sediment Series No.9,
<br />U.S. Army Engineer Division, Missouri River, Corps of Engineers, Omaha,
<br />Neb., 1957.
<br />12. Langbein, W. B., and Leopold, L. B., "River Meanders, Theory of Minimum
<br />Variance," U.S. Ceol. Survey Prof. Paper 282-B, 1957,
<br />13. Leopold, L. B" Wolman, M. G., and Miller, J. P., Fluvial Processes in Geo,
<br />mtJrphology, W. H. Freeman and Co., San Francisco, Calif., 1964, 522 pp.
<br />14. Rozovskii, L L., "Flow of Water in Bends of Open Channels," Israel Program
<br />for Scientific Translations, Jerusalem, Israel, 1961 (available from Office of
<br />Technical Services, U.S. Department of Commerce, Washington, D.C., PST
<br />Catalog No, 363, OTS 60-51133).
<br />15. Schumm, S. A., The Fluvial System, John Wiley and Sons, New York, N. Y.,
<br />1977, 33B pp.
<br />16. "Storm Report, February 1980," San Diego County Flood Control District,
<br />San Diego, Calif., 1980, 26 pp.
<br />17. Thome. C. R., uProcesses and Mechanisms of River Bank Erosion," Grave/-
<br />Bed Rivers, R. D. Hey, J, c. Bathurst, and C. R. Thome, eds" John Wiley
<br />and Sons, New York, N.Y., 19B2, pp. 227-271.
<br />
<br />APPENDIX n.-NOTATION
<br />
<br />The following symbols are used in this paper:
<br />
<br />A = cross-sectional area of flow;sA, = channel cross-sectional area within references frame;
<br />D = average flow depth;
<br />d50 = median size of sediment;
<br />g = gravitational acceleration;
<br />H stage or water-surface elevation;
<br />i = cross-section index counted from upstream to downstream;
<br />k = radial (transverse) coordinate index;
<br />L = length of stream reach;
<br />N = total number of cross-sections for stream reach;
<br />n = Manning's roughness coefficient;
<br />P = total stream power of river reach;
<br />Q = flow discharge;
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