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REVIEW OF LITERATURE
THE EQUATIONS OF ROUGHNESS n VS STAGE Y
ANALYSIS OF n VS Y EQUATION
2 other sections not shown
adjusted formula Anchor Ice aquatic vegetation average velocity channel bed Chezy formula Clair Flats coeffi coefficient of channel Coefficient of Ice Coefficient to Lake Cornell University Corps of Engineer's cross section decreases depth of flow effect of ice effect of vegetation Engineer's Lake Survey English units equations 4.16 exponent Figure 18 Figure 20 frazil ice Harbour Beach head loss Huron at Harbour hydraulic radius ice affected equation Ice Chart Ice Covered Channel kinematic viscosity Lake Huron Lake Regulation Lake St Lake Stage level of Lake medium vegetation natural channel obtained open channel Pavlovskiy period plots of Reynolds Profile quasi-uniform flow regression curves Relation of River Report of Lake Reynolds Number river bank river roughness coefficient Sabaneev seasonal shown in Figure stage increases Stage Max stage of Lake Stage Records stream bed tion upstream lake variations varies water depth water fall water surface wetted perimeter wide channel