CASE STUDIES OF DELAWARE'S TIDAL INLETS: ROOSEVELT AND INDIAN RIVER INLETS

W. A. Dennis, G. A. Lanan, R. A. Dalrymple

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Studies were undertaken to document the past and present characteristics and trends of Delaware's two major tidal inlets, Roosevelt and Indian River Inlets. It was found that both inlet complexes are effective sediment traps causing considerable downdrift erosion. The major mechanism by which sand enters Indian River Inlet is by overtopping the impounded south jetty. At Roosevelt Inlet sediments are readily transported past the severed steel sheet pile jetties. The results of a one-dimensional hydraulic model, as well as field measurements, predict the presence of a mean southerly flow through the canal and bay system which connects these two inlets. This flow is shown to have a substantial effect on the behavior and stability of these entranceways, causing major assymmetries on the depositional patterns at each location. Roosevelt Inlet was found to have a strong tendency to trap sediment within its throat; whereas, Indian River Inlet, on the opposite end of the system, was found to retain large quantities of sand on its developing ebb tidal shoal.

Original languageEnglish (US)
Title of host publicationProceedings of the 16th Coastal Engineering Conference 1978
PublisherAmerican Society of Civil Engineers (ASCE)
Pages1282-1301
Number of pages20
ISBN (Electronic)9780872621909
DOIs
StatePublished - 1978
Externally publishedYes
Event16th International Conference on Coastal Engineering 1978 - Hamburg, Germany
Duration: Aug 27 1978Sep 3 1978

Publication series

NameProceedings of the Coastal Engineering Conference
Volume1978-August
ISSN (Print)0161-3782

Conference

Conference16th International Conference on Coastal Engineering 1978
Country/TerritoryGermany
CityHamburg
Period8/27/789/3/78

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Ocean Engineering
  • Oceanography

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