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contributor authorJohn P. Connolly
contributor authorAlan F. Blumberg
contributor authorJames D. Quadrini
date accessioned2017-05-08T21:26:45Z
date available2017-05-08T21:26:45Z
date copyrightMay 1999
date issued1999
identifier other%28asce%290733-9372%281999%29125%3A5%28398%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51753
description abstractA comprehensive modeling study was undertaken to examine the transport and fate of pathogenic organisms in the coastal waters of Mamala Bay, the southern shore of the island of Oahu, Hawaii. Specifically, two mathematical models were developed, calibrated, and validated in an attempt to understand both the relative contributions of various outfall and shoreline sources to organism counts throughout Mamala Bay and the benefits achieved by various source control options. A three-dimensional hydrodynamic model was constructed to simulate the advective and dispersive processes observed in the bay. A near field plume model was coupled with the hydrodynamic model to realistically incorporate initial mixing dynamics. Results of the hydrodynamic model were then used by a pathogen fate model to predict the distributions of fecal contamination indicator organisms and specific pathogens at several locations throughout the bay. Two sources were identified as primary contributors of contamination within Mamala Bay: the outfall from the Sand Island wastewater treatment plant and the Ala Wai Canal. The relative importance of the sources was dependent on the indicator organism used to assess fecal contamination. Using the fate model results and assuming a seven consecutive day exposure, the maximum risk of infection at Waikiki Beach was estimated to be 1.3/100 for virus and 3.1/10,000 for
publisherAmerican Society of Civil Engineers
titleModeling Fate of Pathogenic Organisms in Coastal Waters of Oahu, Hawaii
typeJournal Paper
journal volume125
journal issue5
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1999)125:5(398)
treeJournal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 005
contenttypeFulltext


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