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dc.contributor.authorSabnis, M.M.
dc.contributor.authorZingde, M.D.
dc.date.accessioned1995-12-16T10:01:55Z
dc.date.accessioned2017-09-30T01:29:55Z
dc.date.available1995-12-16T10:01:55Z
dc.date.available2017-09-30T01:29:55Z
dc.date.issued1989
dc.identifier.citationAdvances in Biosciences, vol.8; 1989; 1-7
dc.identifier.issn0065-3446
dc.identifier.urihttp://drs.nio.org/drs/handle/2264/7198
dc.description.abstractStrong tidal influence prevailing in Mahim Bay reduced considerably in the estuary due to abrupt bed elevation and sudden narrowing of the channel cross-section. The calculated and observed tidal excursions varied in some instances perhaps due to the influence of wastewater. Flushing time of 19 tidal cycles was estimated by applying modified tidal prism method. After a large number of tidal cycles the estuary would retain 9.3x10 super(4) m super(3) of wastewater which was over 15% of the spring high tide and 40% of the low tide volume of the estuary
dc.languageen
dc.publisherPergamon Press
dc.relation.ispartofAdv Biosci
dc.relation.isreferencedbyNON-SCI
dc.subjectOceanography and Limnology
dc.subject.otherestuaries
dc.subject.otherpollution surveys
dc.subject.othertidal effects
dc.subject.otherflushing time
dc.subject.otherISW, India, Maharashtra, Mahim estuary
dc.titleFlushing characteristics of Mahim river estuary (Bombay)
dc.typeJournal Article


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