Shape Effects on Resistance in Flood-Plain Channels

by Chin-lien Yen, (A.M.ASCE), Assoc. Prof.; Dept. of Civ. Engrg., Howard Univ., Washington, D.C.; and Res. Hydr. Engr. (intermittent), USDA Hydrograph Lab., Beltsville, MD,
Donald E. Overton, (A.M.ASCE), Res. Hydr. Engr.; USDA Hydrograph Lab., Soil and Water Conservation Res. Div., USDA-ARS, Beltsville, MD,

Serial Information: Journal of the Hydraulics Division, 1973, Vol. 99, Issue 1, Pg. 219-238

Document Type: Journal Paper

Errata: (See full record)

Abstract: For flow computation in flood plain channels, the flow cross section is usually divided into subsections to ensure hydraulic homogeneity. However, the question of whether or not to include the division lines as part of the wetted perimeter still remains unanswered. In this study, efforts have been made to determine division lines having zero shear stress so that they need not be included in the wetted perimeter. Laminar flow cases were solved to gain qualitative insight into the shape effects on resistance and location of division lines. For turbulent flows, division lines were determined from velocity distribution patterns; and resistance coefficients for both laminar and turbulent flows are lower than those in wide rectangular channels having the same boundary materials. New formulas are proposed for computation of discharge in both main-channel and flood-plain portions.

Subject Headings: Channel flow | Flow resistance | Turbulent flow | Flood plains | Laminar flow | Load and resistance factor design | Computing in civil engineering | Shear stress |

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