Research Article
May 1980
Friction Factors in Storm Surges over Inland Areas
Publication: Journal of the Waterway, Port, Coastal and Ocean Division
Volume 106, Issue 2
Abstract
In many recent models of hurricane-generated surges, a quadratic law is used to describe the bed friction. When models include overland flooding, friction factor values throughout the solution domain often reflect ocean bed conditions. A theory is presented to develop model friction factors based on a Darcy-Weisbach type relationship that gives the coefficients spatial variability, dependent on bed roughness, obstructions and their spacings, and local depths. An equivalent friction factor is introduced which combines overland values, derived by considering an assumed prevailing logarithmic velocity distribution, with values derived by considering the theoretical form of the head loss due to drag forces acting on uniformly distributed obstacles. The effects of the equivalent friction factor were studied for hurricane-generated surges on the west coast of Florida. It was shown that its introduction, based on natural vegetation and manmade obstructions, attenuated and lagged the peak surge at the project site, compared with surges simulated using a uniform value based on the ocean bed.
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Information
Published In
Journal of the Waterway, Port, Coastal and Ocean Division
Volume 106 • Issue 2 • May 1980
Pages: 261 - 271
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: May 1980
Published online: Feb 12, 2021
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Authors
Affiliations
Raymond Walton, AM.ASCE
Assoc. Engr., Water Resources Engrs., Springfield, Va., formerly, Grad Research Assoc., Dept. of Civ. Engrg., Univ. of Florida, Hydr. Lab., Gainsville, Fla.
Bent A. Christensen, M.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Florida, Hydr. Lab., Gainsville, Fla.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.