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<br />f <br /> <br />5.5.2.4.2 Compute Discharge <br /> <br />0.9 <br /> <br />Q = 42,223 * -----------------------------------------------------------__________h__________ <br /> <br />42.223 * 42.223 * 252 + 193 + <br />57,133 44,756 <br /> <br />= <br /> <br />(42.223) 2 * -1.6324 * 6102 *(1-.5) + 1.6081 * 6102 (0-.5) + 1.5370 * (1 -0) <br />2 * 32.2*(610) 2 617 635 <br /> <br />Q = 2,250 cubic feet per second <br /> <br />6. SUGGESTED FURTHER READING. <br /> <br />(1) "Measurement of Peak Discharge by the Slope-Area Method" Techniques <br />of Water-Resources Investigations of the United States Geological Survey, Book 3 <br />Chapter A2 by T. Dalrymple & M.A. Benson, 1976. <br /> <br />(2) "Additions to Various Chapters of Techniques of Water-Resources <br />Investigations ans Surface-Water Techniques Manuals." Open file report prepared for <br />USGS training course "Surface Water Hydraulic Analysis by J. Davidian, Lakewood, <br />Colorado. 1980. <br /> <br />1-13 <br />