The variability in the morphological active width: Results from physical models of gravel-bed braided rivers

被引:25
|
作者
Peirce, Sarah [1 ]
Ashmore, Peter [1 ]
Leduc, Pauline [1 ]
机构
[1] Univ Western Ontario, London, ON, Canada
基金
加拿大自然科学与工程研究理事会; 加拿大创新基金会;
关键词
active width; braided river; bedload; river morphology; photogrammetry; CHANNEL MORPHOLOGY; BEDLOAD TRANSPORT; LOAD TRANSPORT; OHAU RIVER; SEDIMENT; MECHANISMS; DISCHARGE; STREAMS; SCOUR;
D O I
10.1002/esp.4400
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
The morphological active width, defined as the lateral extent of bed material displacement over time, is a fundamental parameter in multi-threaded gravel-bed rivers, linking complex channel dynamics to bedload transport. Here, results are presented from five constant discharge experiments, and three event hydrographs, covering a range of flow strengths and channel configurations for which morphological change, bedload transport rates, and stream power were measured in a physical model. Changes in channel morphology were determined via differencing of photogrammetrically-derived digital elevation models (DEMs) of the model surface generated at regular intervals over the course of 115h of experimental runs. Independent measures of total bedload output were made using downstream sediment baskets. Results indicate that the morphological active width increases with total and dimensionless stream power and is strongly and positively correlated with bulk change (total volume of bed material displaced over time) and active braiding intensity (ABI). Although there is considerable scatter due to the inherent variability in braided river morphodynamics, the active width is positively correlated with independent measurements of bedload transport rate. Active width, bulk change, and bedload transport rates were all negligible below a dimensionless stream power threshold value of 0.09, above which all increase with flow strength. Therefore, the active width could be used as a general predictor of bulk change and bedload transport rates, which in turn could be approximated from total and dimensionless stream power or ABI in gravel-bed braided rivers. Furthermore, results highlight the importance of the active width, rather than the morphological active depth, in predicting volumes of change and bedload transport rates. The results contribute to the larger goals of better understanding braided river morphodynamics, creating large high-resolution datasets of channel change for model calibration and validation, and developing morphological methods for predicting bedload transport rates in braiding river systems. Copyright (c) 2018 John Wiley & Sons, Ltd.
引用
收藏
页码:2371 / 2383
页数:13
相关论文
共 50 条
  • [1] Active width of gravel-bed braided rivers
    Ashmore, Peter
    Bertoldi, Walter
    Gardner, J. Tobias
    EARTH SURFACE PROCESSES AND LANDFORMS, 2011, 36 (11) : 1510 - 1521
  • [2] Morphology, Bedload, and Sorting Process Variability in Response to Lateral Confinement: Results From Physical Models of Gravel-bed Rivers
    Carbonari, Costanza
    Recking, Alain
    Solari, Luca
    JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2020, 125 (12)
  • [3] Numerical investigation of avulsions in gravel-bed braided rivers
    Yang, Haiyan
    HYDROLOGICAL PROCESSES, 2020, 34 (17) : 3702 - 3717
  • [4] SEDIMENT TRANSLATION WAVES IN BRAIDED GRAVEL-BED RIVERS
    GRIFFITHS, GA
    JOURNAL OF HYDRAULIC ENGINEERING, 1993, 119 (08) : 924 - 935
  • [5] SEDIMENT VARIABILITY AND BED MATERIAL SAMPLING IN GRAVEL-BED RIVERS
    MOSLEY, MP
    TINDALE, DS
    EARTH SURFACE PROCESSES AND LANDFORMS, 1985, 10 (05) : 465 - 482
  • [6] Morphological description of river bifurcations in gravel-bed braided networks
    Bertoldi, Walter
    Miori, Stefano
    Salvaro, Martino
    Zanoni, Luca
    Tubino, Marco
    RIVER FLOW 2006, VOLS 1 AND 2, 2006, : 1311 - +
  • [7] Sediment heterogeneity and mobility in the morphodynamic modelling of gravel-bed braided rivers
    Singh, Umesh
    Crosato, Alessandra
    Giri, Sanjay
    Hicks, Murray
    ADVANCES IN WATER RESOURCES, 2017, 104 : 127 - 144
  • [8] Stable width and depth of gravel-bed rivers with cohesive banks
    Millar, RG
    Quick, MC
    JOURNAL OF HYDRAULIC ENGINEERING, 1998, 124 (10) : 1005 - 1013
  • [9] BED-LOAD TRANSPORT IN BRAIDED GRAVEL-BED STREAM MODELS
    ASHMORE, PE
    EARTH SURFACE PROCESSES AND LANDFORMS, 1988, 13 (08) : 677 - 695
  • [10] The active layer in gravel-bed rivers: An empirical appraisal
    Vazquez-Tarrio, D.
    Pique, G.
    Vericat, D.
    Batalla, R. J.
    EARTH SURFACE PROCESSES AND LANDFORMS, 2021, 46 (02) : 323 - 343