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<br />APPENDIX I.--REFERENCES, Continued
<br />
<br />8. Benson, M. A., and Dalrymple, T., General Field and Office Procedures
<br />
<br />for Indirect Discharge Measurements: U.S. Geological Survey
<br />
<br />Techniques of Water Resources Investigations, book 3, chapter
<br />
<br />A-1, 1967, 30 p.
<br />9. Bray, D. I., Estimating Average Velocity in Gravel-Bed Rivers:
<br />Journal of the Hydraulics Division, American Society of Civil
<br />Engineers, HY9, Sept. 1979, pp. 1103-l122.
<br />lO. Buchanan, T. J., and Somers, W. P., Discharge Measurements at
<br />Gaging Stations: U.S. Geological Survey Techniques of Water
<br />Resources Investigations, book 3, chapter A-8, 1969, 65 p.
<br />l1. Carter, R. W., Einstein, H. A., Hinds, J., Powell, R. W., Silberman,
<br />E., Friction Factors in Open Channels: Journal of the Hydraulics
<br />Division, American Society of Civil Engineers, HY2, Mar. 1963,
<br />pp. 97-l43.
<br />12. Chow, V. T., Open Channel Hydraulics, McGraw-Hill Book Company,
<br />1959, 680 p.
<br />13. Cowan, W. L., Estimating Hydraulic Roughness Coefficients: Agricultural
<br />Engineering, Vol. 37, no. 7, July 1956, pp. 473-475.
<br />14. Dalrymple, T., and Benson, M. A., Measurement of Peak Discharge by
<br />the Slope-Area Method: U.S. Geological Survey Techniques of
<br />Water Resources Investigations, book 3, chapter A-2, 1967, 12 p.
<br />
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