Chapter
Dec 11, 2012
Sensitivity of an ADCIRC Tide and Storm Surge Model to Manning's n
Authors: Davina Passeri [email protected], Scott C. Hagen [email protected], Daina Smar [email protected], Negin Alimohammadi [email protected], Allyson Risner [email protected], and Ryan White [email protected]Author Affiliations
Publication: Estuarine and Coastal Modeling (2011)
Abstract
In this study, the sensitivity of the ADCIRC hydrodynamic model to Manning's n is explored. Using methods presented in hydraulic literature, low, average, and high values of Manning's n are assigned to the overland and channel regions in the study domain of Florida's Big Bend Region. To determine sensitivity and astronomic tides, a hindcast of Hurricane Dennis' storm surge and synthetic hurricane storm surge are simulated through the use of bottom friction formulated as a function of Manning's n. A simulation with a constant quadratic bottom friction formulation is also conducted for comparison. Results show that the ADCIRC model is sensitive to Manning's n in this study region. Rivers showed more sensitivity to tidal effects than marshes, where tidal influences are not as strong. Inland areas, areas in close proximity to rivers, and areas around the maximum envelope of water show the most sensitivity, with variations in the peak water levels produced by the storm surge simulations as large as 1.92 m. Constant quadratic bottom friction produces tidal signals very close to those produced by using the low Manning's n value, but overpredicts water levels in the overland areas for surge simulations as a result of a small bottom friction term. The results of this research show the importance in developing a method to accurately describe bottom friction in a given study domain.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Published online: Dec 11, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
University of Central Florida, Department of Civil, Environmental, and Construction Engineering, P.O. Box 162450, Orlando, FL. E-mail: [email protected]
University of Central Florida, Department of Civil, Environmental, and Construction Engineering, P.O. Box 162450, Orlando, FL. E-mail: [email protected]
University of Central Florida, Department of Civil, Environmental, and Construction Engineering, P.O. Box 162450, Orlando, FL. E-mail: [email protected]
University of Central Florida, Department of Civil, Environmental, and Construction Engineering, P.O. Box 162450, Orlando, FL. E-mail: [email protected]
University of Central Florida, Department of Civil, Environmental, and Construction Engineering, P.O. Box 162450, Orlando, FL. E-mail: [email protected]
University of Central Florida, Department of Civil, Environmental, and Construction Engineering, P.O. Box 162450, Orlando, FL. E-mail: [email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
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.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
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.