Mechanisms of vegetation uprooting by flow in alluvial non-cohesive sediment

被引:86
|
作者
Edmaier, K. [1 ]
Burlando, P. [1 ]
Perona, P. [1 ]
机构
[1] ETHZ, Inst Environm Engn, CH-8093 Zurich, Switzerland
基金
瑞士国家科学基金会;
关键词
ROOT-WATER-UPTAKE; RIPARIAN VEGETATION; RIVER RESTORATION; MODEL; ARCHITECTURE; EROSION; RESISTANCE; LENGTH; RECRUITMENT; DIMENSIONS;
D O I
10.5194/hess-15-1615-2011
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The establishment of riparian pioneer vegetation is of crucial importance within river restoration projects. After germination or vegetative reproduction on river bars juvenile plants are often exposed to mortality by uprooting caused by floods. At later stages of root development vegetation uprooting by flow is seen to occur as a consequence of a marked erosion gradually exposing the root system and accordingly reducing the mechanical anchoring. How time scales of flow-induced uprooting do depend on vegetation stages growing in alluvial non-cohesive sediment is currently an open question that we conceptually address in this work. After reviewing vegetation root issues in relation to morphodynamic processes, we then propose two modelling mechanisms (Type I and Type II), respectively concerning the uprooting time scales of early germinated and of mature vegetation. Type I is a purely flow-induced drag mechanism, which causes alone a nearly instantaneous uprooting when exceeding root resistance. Type II arises as a combination of substantial sediment erosion exposing the root system and resulting in a decreased anchoring resistance, eventually degenerating into a Type I mechanism. We support our conceptual models with some preliminary experimental data and discuss the importance of better understanding such mechanisms in order to formulate sounding mathematical models that are suitable to plan and to manage river restoration projects.
引用
收藏
页码:1615 / 1627
页数:13
相关论文
共 50 条
  • [31] The effects of flow stratification by non-cohesive sediment on transport in high-energy wave-driven flows
    Conley, Daniel C.
    Falchetti, Silvia
    Lohmann, Iris P.
    Brocchini, Maurizio
    JOURNAL OF FLUID MECHANICS, 2008, 610 : 43 - 67
  • [32] INCIPIENT MOTION OF NON-COHESIVE SEDIMENT UNDER ICE COVER - AN EXPERIMENTAL STUDY
    Wang Jun
    Sui Jue-yi
    Bryan, Karney W.
    JOURNAL OF HYDRODYNAMICS, 2008, 20 (01) : 117 - 124
  • [33] D NUMERICAL MODELLING OF NON-COHESIVE SEDIMENT TRANSPORT ON LOOSE AND RIGID BEDS
    Roberto Mayerle( Institute of Fluid Mechedcs and Computer Applications in Civil Engineering
    International Journal of Sediment Research, 1994, (03) : 107 - 116
  • [34] INCIPIENT SEDIMENT TRANSPORT FOR NON-COHESIVE LANDFORMS BY THE DISCRETE ELEMENT METHOD (DEM)
    Bravo, R.
    Ortiz, P.
    Perez-Aparicio, J. L.
    PARTICLE-BASED METHODS II: FUNDAMENTALS AND APPLICATIONS, 2011, : 615 - 626
  • [35] The impact of inter-flood duration on non-cohesive sediment bed stability
    Ockelford, Annie
    Woodcock, Stephen
    Haynes, Heather
    EARTH SURFACE PROCESSES AND LANDFORMS, 2019, 44 (14) : 2861 - 2871
  • [36] Incipient sediment transport for non-cohesive landforms by the discrete element method (DEM)
    Bravo, R.
    Ortiz, P.
    Perez-Aparicio, J. L.
    APPLIED MATHEMATICAL MODELLING, 2014, 38 (04) : 1326 - 1337
  • [37] Incipient Motion of Non-Cohesive Sediment under Ice Cover — An Experimental Study
    Jun Wang
    Jue-yi Sui
    Bryan W. Karney
    Journal of Hydrodynamics, 2008, 20 : 117 - 124
  • [38] Particle shape trends across experimental cohesive and non-cohesive sediment gravity flow deposits: Implications for particle fractionation and discrimination of depositional settings
    Pantopoulos, George
    Manica, Rafael
    McArthur, Adam D.
    Kuchle, Juliano
    SEDIMENTOLOGY, 2022, 69 (04) : 1495 - 1518
  • [39] Threshold for oscillatory-flow ripple initiation on cohesive and non-cohesive mixtures of sand and mud
    Yamaguchi, Naofumi
    Matsuhisa, Yuko
    Sekiguchi, Tomohiro
    Wu, Xuxu
    Dorrell, Robert M.
    COASTAL ENGINEERING JOURNAL, 2025, 67 (01) : 136 - 145
  • [40] Flow-Vegetation-Sediment Interaction in a Cohesive Compound Channel
    Vastila, K.
    Jarvela, J.
    Koivusalo, H.
    JOURNAL OF HYDRAULIC ENGINEERING, 2016, 142 (01)