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<br />APPENDIX I.--REFERENCES, Continued
<br />
<br />23. Kellerhals, R., Stable Channels with Gravel-Paved Beds: Journal
<br />
<br />of the Waterways and Harbors Division, American Society of
<br />
<br />Civil Engineers, \oJ'Wl, Feb. 1967, pp. 63-84.
<br />
<br />24. Krumbein, W. C., ,~easurement and Geological Significance of Shape
<br />
<br />and Roundness of Sedimentary Particles: Journal of Sedimentary
<br />
<br />?~
<br />
<br />
<br />Petrology, Vol. 11, No.2, Aug 1941, pp. 64-72.
<br />
<br />25. Limerinos, J. T., Determination of the Manning Coefficient From
<br />
<br />Measured Bed Roughness in Natural Channels: U.S. Geological
<br />
<br />Survey Water-Supply Paper 1898-B, 1970, 47 p.
<br />
<br />26. Peterson, D. F. and Mohanty, P. K., Flume Studies of Flow in Steep,
<br />
<br />Rough Channels: Journal of Hydraulics Division, American Society
<br />
<br />of Civil Engineers, HY9, Nov. 1960, pp. 55-76.
<br />
<br />27. Ree, W.O., and Palmer, V. J., Flow of Water in Channels Protected
<br />
<br />by Vegetative Linings: U.S. Soil Conservation Service, Department
<br />
<br />of Agriculture, Technical Bulletin 967, 1949, 115 p.
<br />
<br />28. Richards, K. S., Hydraulic Geometry and Channel Roughness--A Non-
<br />
<br />Linear System: American Journal of Science, Vol. 273, 1973,
<br />I
<br />
<br />pp. 877-896.
<br />
<br />29. Riggs, H. C., A Simpl ified Slope-Area Method for Estimating Flood
<br />
<br />Discharges in Natural Channels: U.S. Geological Survey, Journal
<br />
<br />of Research, Vol. 4, No.3, May-June 1976, pp. 285-291.
<br />
<br />30. Rubey, W. W., Equil ibrium Conditions in Debris-Laden Streams:
<br />
<br />Transactions, ,\merican Geophysical Union, June 1933, pp. 497-505.
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