Downstream fining in contrasting reaches of the sand-bedded Yellow River

被引:34
|
作者
Ta, Wanquan [1 ]
Wang, Haibin [1 ]
Jia, Xiaopeng [1 ]
机构
[1] Chinese Acad Sci, Cold & Arid Reg Environm & Engn Inst, Key Lab Desert & Desertificat, Lanzhou, Gansu, Peoples R China
基金
中国国家自然科学基金;
关键词
downstream fining; fine surface layer; coarse subsurface layer; fine sand-bedded river; Yellow River; GRAIN-SIZE; SELECTIVE DEPOSITION; SEDIMENT SIZE; CHANNEL; LOAD; TRANSPORT;
D O I
10.1002/hyp.8065
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Compared to downstream fining of a gravel-bedded river, little field evidence exists to support the process of downstream fining in large, fine sand-bedded rivers. In fact, the typically unimodal bed sediments of these rivers are thought to produce equal mobility of coarse and fine grains that may discourage downstream fining. To investigate this topic, we drilled 200 sediment cores in the channel beds of two fine-grained sand-bedded reaches of the Yellow River (a desert reach and a lower reach) and identified a fine surface layer (FSL) developed over a coarse subsurface layer (CSL) in the 3-m-thick bed deposits. In both reaches downstream, the thickness of the FSL increased, while that of the CSL decreased. Comparison of the depth-averaged median grain sizes of the CSL and the FSL separately in both reaches shows a distinct downstream fining dependence to the median grain size, which indicates that at a large scale of 600-800 km, the CSL shows a significant downstream fining, but the FSL shows no significant trends in downstream variations in grain size. This result shows that fine sediment supply (<0.08 mm median grain size) from upstream, combined with lateral fine sediment inputs from tributaries and bank erosion, can cause a rapid fining of the downstream channel bed surface and can develop the FSL layer. However, in the desert reach, lateral coarse sediment supply (>0.08 mm median grain size) from wind-borne sediments and cross-desert tributaries can interrupt the FSL and coarsen the channel bed surface locally. Copyright (C) 2011 John Wiley & Sons, Ltd.
引用
收藏
页码:3693 / 3700
页数:8
相关论文
共 50 条
  • [11] Downstream fining in large sand-bed rivers
    Frings, Roy M.
    EARTH-SCIENCE REVIEWS, 2008, 87 (1-2) : 39 - 60
  • [12] Does streambed heterogeneity matter for hyporheic residence time distribution in sand-bedded streams?
    Tonina, Daniele
    de Barros, Felipe P. J.
    Marzadri, Alessandra
    Bellin, Alberto
    ADVANCES IN WATER RESOURCES, 2016, 96 : 120 - 126
  • [13] Downstream fining in a rapidly aggrading gravel bed river
    Gomez, B
    Rosser, BJ
    Peacock, DH
    Hicks, DM
    Palmer, JA
    WATER RESOURCES RESEARCH, 2001, 37 (06) : 1813 - 1823
  • [14] The graded alluvial river: Profile concavity and downstream fining
    Blom, Astrid
    Viparelli, Enrica
    Chavarrias, V-Ctor
    GEOPHYSICAL RESEARCH LETTERS, 2016, 43 (12) : 6285 - 6293
  • [15] Identifying the controls over downstream fining of river gravels
    Hoey, TB
    Bluck, BJ
    JOURNAL OF SEDIMENTARY RESEARCH, 1999, 69 (01): : 40 - 50
  • [16] Fine-Particle Deposition, Retention, and Resuspension Within a Sand-Bedded Stream Are Determined by Streambed Morphodynamics
    Phillips, Colin B.
    Dallmann, Jonathan D.
    Jerolmack, Douglas J.
    Packman, Aaron, I
    WATER RESOURCES RESEARCH, 2019, 55 (12) : 10303 - 10318
  • [17] Modeling downstream fining in sand-bed rivers. I: formulation
    Wright, S
    Parker, G
    JOURNAL OF HYDRAULIC RESEARCH, 2005, 43 (06) : 613 - 620
  • [18] Controls of strength and rate of downstream fining above a river base level
    Hoey, Trevor B.
    Ferguson, Robert I.
    Water Resources Research, 1997, 33 (11): : 2601 - 2608
  • [19] FLUIDIZED BED AIR GASIFICATION USING LOW HEATING VALUE SAND-BEDDED DAIRY MANURE AND SLUDGE PELLETS
    Nam, Hyungseok
    Maglinao, Amado
    Capareda, Sergio
    PROCEEDINGS OF THE ASME INTERNATIONAL MECHANICAL ENGINEERING CONGRESS AND EXPOSITION, 2015, VOL 6B, 2016,
  • [20] Turbulence,suspension and downstream fining over a sand-gravel mixture bed
    K.GHOSHAL
    Rahul MAZUMDER
    C.CHAKRABORTY
    B.S.MAZUMDER
    International Journal of Sediment Research, 2013, 28 (02) : 194 - 209