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Volumn , Issue , 2005, Pages 1639-1650

Influence of side overflow induced local sedimentary deposit on bed form related roughness and intensity of diverted discharge

Author keywords

Alluvial channels; Bed forms; Diverted discharge; Flow Resistance; Movable bed roughness; Sedimentary deposit; Side overflow

Indexed keywords

DEPOSITS; FLOOD CONTROL; SEDIMENT TRANSPORT; SEDIMENTATION; SHEAR STRESS; WATER LEVELS; WEIRS;

EID: 84969748185     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (6)

References (18)
  • 1
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    • North-Holland Publishing Company, Amsterdam
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    • Allen, J.R.L.1
  • 3
    • 0015204548 scopus 로고
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    • Gill, M.A., 1971. “Height of sand waves in open channel flows”, Journal of Hydraulics Division, ASCE, Vol. 97, HY12, pp. 2067-2074.
    • (1971) Journal of Hydraulics Division, ASCE , vol.97 , Issue.HY12 , pp. 2067-2074
    • Gill, M.A.1
  • 4
    • 0029415616 scopus 로고
    • Sand dune geometry of large rivers during floods
    • Julien, P.Y., Klaassen, G.J., 1995. “Sand dune geometry of large rivers during floods”, Journal of Hydraulic Engineering, ASCE, Vol. 121, No. 9, pp. 657-663.
    • (1995) Journal of Hydraulic Engineering, ASCE , vol.121 , Issue.9 , pp. 657-663
    • Julien, P.Y.1    Klaassen, G.J.2
  • 5
    • 0002111996 scopus 로고
    • Mechanics of sediment-ripple formation
    • Liu, H.K., 1957. “Mechanics of sediment-ripple formation”, Journal of Hydraulics Division, ASCE, Vol. 83, HY2, pp. 1-21.
    • (1957) Journal of Hydraulics Division, ASCE , vol.83 , Issue.HY2 , pp. 1-21
    • Liu, H.K.1
  • 6
    • 0002857865 scopus 로고
    • Eine Formel zur Berechnung des Geschiebetriebs
    • Jhrg., Nr
    • Meyer-Peter, E., Müller, R., 1949. “Eine Formel zur Berechnung des Geschiebetriebs“, Schweizerische Bauzeitung, 67. Jhrg., Nr. 3, pp. 29-32.
    • (1949) Schweizerische Bauzeitung , vol.67 , Issue.3 , pp. 29-32
    • Meyer-Peter, E.1    Müller, R.2
  • 8
    • 85085671930 scopus 로고    scopus 로고
    • Influence of laterally placed side weirs on bed-load transport in a prismatic channel
    • 23-25 June 2004, Napoli, Italy; Editors Grecco et al., A.A Balkema Publishers
    • nd Int. conference on Fluvial Hydraulics, 23-25 June 2004, Napoli, Italy; Editors Grecco et al., A.A Balkema Publishers, Vol. 1, pp. 593 - 600.
    • (2004) nd Int. Conference on Fluvial Hydraulics , vol.1 , pp. 593-600
    • Rosier, B.1    Boillat, J.-L.2    Schleiss, A.J.3
  • 10
    • 0010678194 scopus 로고
    • Resistance to flow in alluvial channels
    • Washington, USA
    • Simons, D.B., Richardson, E.V., 1966. “Resistance to flow in alluvial channels”, Geological Survey Prof. Paper 422-I, Washington, USA.
    • (1966) Geological Survey Prof
    • Simons, D.B.1    Richardson, E.V.2
  • 11
    • 0017481495 scopus 로고
    • Spatially averaged flow over a wavy surface
    • Smith, J.D., Mc Lean, S.R, 1977. “Spatially averaged flow over a wavy surface”, Journal of Geophysical Research, Vol. 82, pp. 1735-1746.
    • (1977) Journal of Geophysical Research , vol.82 , pp. 1735-1746
    • Smith, J.D.1    Mc Lean, S.R.2
  • 15
    • 0021209377 scopus 로고
    • Sediment transport, Part III: Bed forms and alluvial roughness
    • Van Rijn, L.C., 1984. “Sediment transport, Part III: Bed forms and alluvial roughness”, Journal of Hydraulic Engineering, ASCE, Vol. 110, No. 12, pp. 1733-1754.
    • (1984) Journal of Hydraulic Engineering, ASCE , vol.110 , Issue.12 , pp. 1733-1754
    • van Rijn, L.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.