Listen to the sound of moving sediment in a small gravel-bed river

被引:11
作者
Krein, Andreas [1 ]
Schenkluhn, Reimar [2 ]
Kurtenbach, Andreas [2 ]
Bierl, Reinhard [2 ]
Barriere, Julien [3 ,4 ]
机构
[1] Luxembourg Inst Sci & Technol, Environm Res & Innovat Dept, Ave Hauts Fourneaux 5, L-4362 Esch Sur Alzette, Luxembourg
[2] Univ Trier, Dept Hydrol, D-54286 Trier, Germany
[3] Natl Museum Nat Hist Mnhn, 19 Rue Josy Welter, L-7256 Walferdange, Luxembourg
[4] European Ctr Geodynam & Seismol, 19 Rue Josy Welter, L-7256 Walferdange, Luxembourg
关键词
Bedload; Gravel-bed; Hydroacoustic; Hysteresis; Plate system; BEDLOAD TRANSPORT MEASUREMENTS; ERLENBACH STREAM; LOAD TRANSPORT; FLOOD EVENTS; DYNAMICS; HYSTERESIS; GEOPHONES; SENSOR;
D O I
10.1016/j.ijsrc.2016.04.003
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In order to assess the dynamics of rivers, a reliable characterization of bedload transport particularly during unsteady flow regimes is required. In contrast to highly energetic cases in hillslope areas, we aim to answer the question whether the usage of acoustic measurements can improve the characterization of bedload in small rivers draining low land mountains with comparatively low water discharge and bedload. In addition to the investigation of natural flood events, controlled floods were generated by releasing water from a reservoir into a small gravel-bed stream. The controlled releases allow for an evaluation of bedload solely from channel storage or bank erosion. For acoustical in-situ characterization of bedload transport, hydrophones were mounted onto the bottom side of steel plates, thus recording the impacts of sediments via the acoustic vibrations on the surface of the plates while at the same time minimizing the disturbing noise resulting from water turbulence. Corresponding bedload traps are removable boxes with open lids fixed in the riverbed so that bedload material registered by the hydrophone is trapped. The acoustic signals correlate well with the quantity of the transported material. During summer flood events the highest transport rates occur at the beginning of the rising limb featuring clockwise hysteresis. This is due to the rising transport energy of the flow and the presence of loose, unconsolidated material. During typical winter flood events bedload shows anticlockwise loops. The intensification of bedload conveyance after the runoff peak can be explained by a decreasing stability of the bed material from the beginning to the end of a transport event. Anticlockwise behavior also results from a combination of bedload exhaustion in the vicinity of the monitoring station with a delayed arrival of new material from distal sources later in the hydrograph. (C) 2016 International Research and Training Centre on Erosion and Sedimentation/the World Association for Sedimentation and Erosion Research. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:271 / 278
页数:8
相关论文
共 55 条
  • [1] [Anonymous], 2001, SAMPLING SURFACE SUB
  • [2] Systems and sensors for debris-flow monitoring and warning
    Arattano, Massimo
    Marchi, Lorenzo
    [J]. SENSORS, 2008, 8 (04) : 2436 - 2452
  • [3] Asselman NEM, 1999, HYDROL PROCESS, V13, P1437, DOI 10.1002/(SICI)1099-1085(199907)13:10<1437::AID-HYP821>3.0.CO
  • [4] 2-J
  • [5] Damage costs due to bedload transport processes in Switzerland
    Badoux, A.
    Andres, N.
    Turowski, J. M.
    [J]. NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2014, 14 (02) : 279 - 294
  • [6] Banzinger R., 1990, INT ASS HYDROLOGICAL, V193, P207
  • [7] An advanced signal processing technique for deriving grain size information of bedload transport from impact plate vibration measurements
    Barriere, Julien
    Krein, Andreas
    Oth, Adrien
    Schenkluhn, Reimar
    [J]. EARTH SURFACE PROCESSES AND LANDFORMS, 2015, 40 (07) : 913 - 924
  • [8] Bed load transport monitoring using seismic observations in a low-gradient rural gravel bed stream
    Barriere, Julien
    Oth, Adrien
    Hostache, Renaud
    Krein, Andreas
    [J]. GEOPHYSICAL RESEARCH LETTERS, 2015, 42 (07) : 2294 - 2301
  • [9] Belleudy P., 2010, PASSIVE HYDROPHONE M
  • [10] Bogen J, 2003, IAHS-AISH P, P181