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
  • [41] INCIPIENT MOTION OF NON-COHESIVE SEDIMENT UNDER ICE COVER-AN EXPERIMENTAL STUDY
    KARNEY Bryan W.
    Journal of Hydrodynamics, 2008, (01) : 117 - 124
  • [42] Effect of biological polymers on mobility and run-out distance of cohesive and non-cohesive sediment gravity flows
    Sobocinska, Alicja
    Baas, Jaco H.
    MARINE GEOLOGY, 2022, 452
  • [43] Incipient motion of a non-cohesive particle under Stokes flow conditions
    Deskos, Georgios
    Diplas, Panayiotis
    INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 2018, 99 : 151 - 161
  • [44] INCIPIENT MOTION FOR NON-COHESIVE SEDIMENT ELLIPSOIDAL PARTICLES BY THE DISCRETE ELEMENT METHOD (DEM)
    Bravo, R.
    Ortiz, P.
    Perez-Aparicio, J. L.
    11TH WORLD CONGRESS ON COMPUTATIONAL MECHANICS; 5TH EUROPEAN CONFERENCE ON COMPUTATIONAL MECHANICS; 6TH EUROPEAN CONFERENCE ON COMPUTATIONAL FLUID DYNAMICS, VOLS II - IV, 2014, : 1295 - 1306
  • [45] Return period of vegetation uprooting by flow
    Calvani, Giulio
    Perona, Paolo
    Zen, Simone
    Bau', Valentina
    Solari, Luca
    JOURNAL OF HYDROLOGY, 2019, 578
  • [46] Experimental characterization of vegetation uprooting by flow
    Edmaier, K.
    Crouzy, B.
    Perona, P.
    JOURNAL OF GEOPHYSICAL RESEARCH-BIOGEOSCIENCES, 2015, 120 (09) : 1812 - 1824
  • [47] Modelling transport of cohesive and non-cohesive sediments in the Mersey Estuary
    Hartnett, M
    Berry, A
    Lin, B
    River Basin Management III, 2005, 83 : 547 - 554
  • [48] Simulation of bubble behavior of cohesive and non-cohesive particles in fluidization
    Mei, Deng-Fei
    Fan, Hao-Jie
    Tian, Feng-Guo
    Cui, Xuan
    Zhang, Ming-Chuan
    Shanghai Jiaotong Daxue Xuebao/Journal of Shanghai Jiaotong University, 2015, 49 (05): : 577 - 582
  • [49] Static and Cyclic Shear Strength of Cohesive and Non-cohesive Sediments
    Wiemer, Gauvain
    Reusch, Anna
    Strasser, Michael
    Kreiter, Stefan
    Otto, Daniel
    Moerz, Tobias
    Kopf, Achim
    SUBMARINE MASS MOVEMENTS AND THEIR CONSEQUENCES, 2012, 31 : 111 - +
  • [50] Characteristics of Non-Cohesive Embankment Failure
    Yusof, Z. M.
    Wahab, A. K. A.
    Ismail, Z.
    Amerudin, S.
    4TH INTERNATIONAL CONFERENCE ON CIVIL AND ENVIRONMENTAL ENGINEERING FOR SUSTAINABILITY (ICONCEES 2017), 2018, 140