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ENGINEERING AND DESIGN BACKWATER CURVES IN RIVER CHANNELS TABLE OF CONTENTS INTRODUCTION Paragraph p 1 PURPO...
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application area and hydraulic areas and wetted average BACKWATER COMPUTATIONS backwater heights Bernoulli's theorem bridge section channel and overbank channel areas channel cross section Column 11 Column 9 COMPUTATIONS BY METHOD computing backwater curves conveyance Corps of Engineers critical depth Dec 59 APPENDIX determining backwater curves discharge diagram earth channels end of reach entered in Column equal Equation F curve Fairfax Bridge friction losses graphic method head loss hydraulic elements hydraulic radius Ill 7 Dec intersection KANSAS CITY Kansas River Left Overbank Levee lower end Manning's formula mean water-surface elevation Mississippi Valley Division multiplied obtained one-foot-fall curve Open Channels overbank and channel overbank areas overbank flow paragraph partial area partial cross-sectional area pier PLATE N0 plotted reach length RIVER AT KANSAS river channel SAMPLE COMPUTATION shown in Column shown on Plate shows simplified singular point stream thalweg U.S. Army velocity head changes velocity-head changes water-surface profiles wetted perimeter Yarnell