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Volumn 18, Issue 2, 2010, Pages 293-302

Numerical Modelling of Tidal Circulation and Sediment Transport in The Gulf Of Khambhat and Narmada Estuary, West Coast of India

Author keywords

Gulf of khambhat; M2 constituent; Narmada estuary; Numerical model; Suspended sediment; Tidal circulation

Indexed keywords


EID: 79952025296     PISSN: 01287680     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (14)

References (12)
  • 1
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    • Composition of Narmada and Tapti estuarine particles and adjacent Arabian sea sediments
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    • (1982) Indian Journal of Marine Sciences , vol.11 , pp. 51-62
    • Borole, D.V.1    Sarin, M.M.2    Somayajulu, B.L.K.3
  • 2
    • 0003239174 scopus 로고
    • A Monograph on sediment transport to alluvial streams
    • Copenhagen
    • Engelund, F. and Hansen, E. (1967). A monograph on sediment transport to alluvial streams. Teknik Vorlag, Copenhagen.
    • (1967) Teknik Vorlag
    • Engelund, F.1    Hansen, E.2
  • 3
    • 0141783962 scopus 로고    scopus 로고
    • Modeling hydrodynamics and sediment flux within a macrotidal estuary - problem and solutions
    • Gleizon, P., Punt, A. G. and Lyons, M. G. (2003). Modeling hydrodynamics and sediment flux within a macrotidal estuary - problem and solutions. The Science of Total Environment, 589-597.
    • (2003) The Science of Total Environment , pp. 589-597
    • Gleizon, P.1    Punt, A.G.2    Lyons, M.G.3
  • 4
    • 79952010260 scopus 로고    scopus 로고
    • Khambhat gulf development project
    • Haskoning Consulting Engineers and Architects, Prefeasibility Survey, Draft Final Report, Narmada & Water Resources Department, Government of Gujarat, Annex
    • Haskoning Consulting Engineers and Architects. (1996). Khambhat Gulf development project. Prefeasibility Survey, Draft Final Report, Narmada & Water Resources Department, Government of Gujarat, Vol. 5, Annex 12-13.
    • (1996) , vol.5 , pp. 12-13
  • 5
    • 0025016719 scopus 로고
    • The modeling of sandwave evolution resulting from suspended and bedload transport of sediment
    • Johns, B., Soulsby, R. L. and Chesher, T. J. (1990). The modeling of sandwave evolution resulting from suspended and bedload transport of sediment. Journal of Hydraulic Research, 28, 355-374.
    • (1990) Journal of Hydraulic Research , vol.28 , pp. 355-374
    • Johns, B.1    Soulsby, R.L.2    Chesher, T.J.3
  • 6
    • 0031194527 scopus 로고    scopus 로고
    • Modeling of suspended sediment transport in coastal areas under waves and currents
    • Lou, J. and Ridd, P. V. (1997). Modeling of suspended sediment transport in coastal areas under waves and currents. Estuarine, Coastal and Shelf Science, 45, 1-16.
    • (1997) Estuarine, Coastal and Shelf Science , vol.45 , pp. 1-16
    • Lou, J.1    Ridd, P.V.2
  • 9
    • 4243051605 scopus 로고    scopus 로고
    • Numerical modeling of circulation and salinity in Hooghly estuary
    • Sinha, P. C., Rao, Y. R., Dube, S. K., Rao, A. D. and Chatterjee, A. K. (1996). Numerical modeling of circulation and salinity in Hooghly estuary. Marine Geodesy, 19, 197-213.
    • (1996) Marine Geodesy , vol.19 , pp. 197-213
    • Sinha, P.C.1    Rao, Y.R.2    Dube, S.K.3    Rao, A.D.4    Chatterjee, A.K.5
  • 10
    • 0041877241 scopus 로고    scopus 로고
    • Suspended sediment concentration in the Tamar estuary. Estuarine
    • Tattersall, G. R., Elliott, A. J. and Lynn, N. M. (2003). Suspended sediment concentration in the Tamar estuary. Estuarine, Coastal and Shelf Science, 57, 679-688.
    • (2003) Coastal and Shelf Science , vol.57 , pp. 679-688
    • Tattersall, G.R.1    Elliott, A.J.2    Lynn, N.M.3
  • 12
    • 0034015884 scopus 로고    scopus 로고
    • 3D numerical modeling of flow and sediment transport in open channels
    • Wu, W. M., Rodi, W. and Wenka, T. (2000). 3D numerical modeling of flow and sediment transport in open channels. Journal of Hydraulic Engineering, ASCE, 26, 4-15.
    • (2000) Journal of Hydraulic Engineering, ASCE , vol.26 , pp. 4-15
    • Wu, W.M.1    Rodi, W.2    Wenka, T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.