Higher-order turbulence statistics and multiscale characterization of morphodynamics in a riverbank section with an upstream mining pit

被引:10
作者
Arora, Sukhjeet [1 ]
Lade, Abhijit D. [2 ]
Kumar, Bimlesh [1 ]
机构
[1] Indian Inst Technol Guwahati IITG, Dept Civil Engn, Gauhati, India
[2] Visvesvaraya Natl Inst Technol VNIT Nagpur, Dept Civil Engn, Nagpur, India
关键词
CHANNEL FLOW; BANK EROSION; FLUCTUATIONS; FAILURES; STRESS; DEPTH; LAKE;
D O I
10.1063/5.0159014
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Channel dredging has become a common phenomenon across several fluvial systems. Pits dredged in the riverbank can influence the downstream turbulence and affect the bank slope and central channel morphodynamics. Erodible bed experiments were conducted in a laboratory flume having a riverbank cross section with three different bank slopes, i.e., 25 degrees, 31 degrees, and 40 degrees with and without a mining pit. Flow over the bank slope and near the bank toe was most affected by the pit excavation at the channel upstream. Turbulence levels were amplified within the flow over the slope and near the bank toe. The logarithmic scaling range of higher-order fluctuations at the bank toe is greater for with pit case. The complex interaction of simultaneous processes like pit migration, sliding failure and bank erosion, and fluvial erosion was studied at multiple length scales and time scales. A wavelet cross correlation analysis was used to calculate the celerity of bedform migration at the bank toe along the flow. Statistical celerity of bedforms with smaller scales (up to 15 mm length scales) is significantly higher due to pit interaction. The study reveals that instream mining has notable effects on the inherent nature of higher-order turbulence statistics, especially near the bank slope and toe, as well as the multiscale morphological structures.
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页数:16
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共 56 条
  • [21] Khan S.U., 2015, Journal of Parkinson's Disease Alzheimer's Disease, V2, P1, DOI DOI 10.13188/2376-922X.1000008
  • [22] FLOOD-PLAIN AND MAIN CHANNEL FLOW INTERACTION
    KNIGHT, DW
    DEMETRIOU, JD
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1983, 109 (08): : 1073 - 1092
  • [23] When a River Becomes a Person
    Kramm, Matthias
    [J]. JOURNAL OF HUMAN DEVELOPMENT AND CAPABILITIES, 2020, 21 (04) : 307 - 319
  • [24] Wavelet analysis for geophysical applications
    Kumar, P
    Foufoula-Georgiou, E
    [J]. REVIEWS OF GEOPHYSICS, 1997, 35 (04) : 385 - 412
  • [25] Effect of sand mining on the flow hydrodynamics around an oblong bridge pier
    Lade, Abhijit D.
    Taye, Jyotismita
    Kumar, Bimlesh
    [J]. ENGINEERING RESEARCH EXPRESS, 2021, 3 (04):
  • [26] Study of flow turbulence around a circular bridge pier in sand-mined stream channel
    Lade, Abhijit D.
    Deshpande, Vishal
    Kumar, Bimlesh
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2020, 173 (05) : 217 - 237
  • [27] Lawler DM., 1997, APPL FLUVIAL GEOMORP, P137
  • [28] Mallat S., 1998, WAVELET TOUR SIGNAL, V3rd ed., P409
  • [29] Riverbank Stability under the Influence of Soil Dispersion Phenomenon
    Masoodi, A.
    Tabatabai, M. R. Majdzadeh
    Noorzad, A.
    Samadi, A.
    [J]. JOURNAL OF HYDROLOGIC ENGINEERING, 2019, 24 (03)
  • [30] Generalized logarithmic law for high-order moments in turbulent boundary layers
    Meneveau, Charles
    Marusic, Ivan
    [J]. JOURNAL OF FLUID MECHANICS, 2013, 719 : R1 - R11