Regime theory and the stability of straight channels with bankfull and overbank flow

被引:13
|
作者
Valentine, EM [1 ]
Benson, IA [1 ]
Nalluri, C [1 ]
Bathurst, JC [1 ]
机构
[1] Univ Newcastle Upon Tyne, Dept Civil Engn, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
关键词
D O I
10.1080/00221680109499829
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Experiments have been carried out at a large laboratory scale to test a rational regime theory and to study the development of regime channel morphology for straight loose-boundary channels (bed and banks) in fixed flood plains for a range of flow conditions. Results are presented for straight channels which have been developed with bankfull flows and then subjected to overbank flows, and include friction and sediment transport data. These indicate reasonable theoretical agreement with the friction data but the sediment transport rate is underestimated. Stability of the main channel was assessed in response to bedforms, bank erosion and hydraulic friction and sediment transport. For overbank flows, rates of bank erosion have been measured. These measurements constitute unique overbank widening data for the main channel.
引用
收藏
页码:259 / 268
页数:10
相关论文
共 50 条
  • [1] Overbank sediment deposition patterns for straight and meandering flume channels
    Bathurst, JC
    Benson, IA
    Valentine, EM
    Nalluri, C
    EARTH SURFACE PROCESSES AND LANDFORMS, 2002, 27 (06) : 659 - 665
  • [2] Modelling of meandering channels for overbank flow
    Spooner, J
    Shiono, K
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER AND MARITIME ENGINEERING, 2003, 156 (03): : 225 - 233
  • [3] The response of straight mobile bed channels to inbank and overbank flows
    Knight, DW
    Brown, F
    Valentine, E
    Nalluri, C
    Bathurst, J
    Benson, I
    Myers, R
    Lyness, J
    Cassells, J
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MARITIME AND ENERGY, 1999, 136 (04) : 211 - 224
  • [4] Overbank Flow in Compound Channels with Nonprismatic Floodplains
    Rezaei, Bahram
    Knight, Donald W.
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2011, 137 (08): : 815 - 824
  • [5] STAGE DEPENDENCY FOR OVERBANK FLOW IN MEANDERING CHANNELS
    WILLETTS, BB
    HARDWICK, RI
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MARITIME AND ENERGY, 1993, 101 (01): : 45 - 54
  • [6] Empirical assessment of theory for bankfull characteristics of alluvial channels
    Trampush, S. M.
    Huzurbazar, S.
    McElroy, B.
    WATER RESOURCES RESEARCH, 2014, 50 (12) : 9211 - 9220
  • [7] Complex flow mechanisms in compound meandering channels with overbank flow
    Shiono, K
    Muto, Y
    JOURNAL OF FLUID MECHANICS, 1998, 376 : 221 - 261
  • [8] Complex flow mechanisms in compound meandering channels with overbank flow
    Shiono, K.
    Muto, Y.
    Journal of Fluid Mechanics, 1998, 376 : 221 - 261
  • [9] Overbank flow depth prediction in alluvial compound channels
    Karamisheva, R. D.
    Lyness, J. F.
    Myers, W. R. C.
    Cassells, J. B. C.
    O'Sullivan, J.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2006, 159 (03) : 195 - 205
  • [10] Laminar flow stability theory for distinguishing liquid flow regime
    He, Shiming
    Luo, Deming
    Yu, Haisheng
    Liu, Chongjian
    Tianranqi Gongye/Natural Gas Industry, 2000, 20 (05): : 67 - 69