STATIONARY BOTTOM GENERATED VELOCITY FLUCTUATIONS IN ONE-DIMENSIONAL OPEN-CHANNEL FLOW

被引:0
|
作者
DEJONG, B
机构
[1] Department of Applied Mathematics, University of Twente, 7500 AE Enschede
关键词
D O I
10.1016/0377-0265(93)90053-A
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Statistical characteristics are calculated for stationary velocity fluctuations in a one-dimensional open channel flow with a given vertical velocity profile and with one-dimensional irregular bottom waves, characterized by a spectral density function. The calculations are based on an approximate calculation of the velocity fluctuations in the fluid generated by a harmonic corrugation of the bottom. As linearized dynamical equations are used, the velocity fluctuations caused by random bottom disturbances may be obtained by superposition. The dynamics of the motion is assumed to be governed by the Orr-Sommerfeld equation representing the internal wave motion in the fluid. This equation is solved in an approximate manner by reducing it in the upper layer of the fluid to the Rayleigh equation. Close to the bottom we simplify it to a shape still containing the essentials of the viscous behaviour of the flow. Numerical examples and a tentative qualitative comparison with experimental data are given.
引用
收藏
页码:185 / 202
页数:18
相关论文
共 50 条
  • [41] Wave Emission From Bottom Vibrations in Subsurface Open-channel Shear Flow
    Tyvand, Peder A.
    Sveen, Eivind B.
    WATER WAVES, 2020, 2 (02) : 415 - 432
  • [42] A kinetic scheme for the one-dimensional open channel flow equations with applications on networks
    Roggensack, Arne
    CALCOLO, 2013, 50 (04) : 255 - 282
  • [43] One-dimensional Numerical Model of Cohesive Sediment Transport in Open Channel Flow
    Samani, J. M. V.
    Samani, H. M. V.
    Halaghi, M. M.
    Kouchakzadeh, M.
    JOURNAL OF AGRICULTURAL SCIENCE AND TECHNOLOGY, 2010, 12 (01): : 61 - 67
  • [44] Local sensitivity for uncertainty analysis in one-dimensional open channel flow modelling
    Delenne, Carole
    Guinot, Vincent
    Cappelaere, Bernard
    HOUILLE BLANCHE-REVUE INTERNATIONALE DE L EAU, 2013, (01): : 50 - 59
  • [45] A kinetic scheme for the one-dimensional open channel flow equations with applications on networks
    Arne Roggensack
    Calcolo, 2013, 50 : 255 - 282
  • [46] Scaling and self-similarity in one-dimensional unsteady open channel flow
    Ercan, Ali
    Kavvas, M. Levent
    Haltas, Ismail
    HYDROLOGICAL PROCESSES, 2014, 28 (05) : 2721 - 2737
  • [47] Stationary Solitary Waves in Turbulent Open-Channel Flow: Analysis and Experimental Verification
    Schneider, Wilhelm
    Yasuda, Youichi
    JOURNAL OF HYDRAULIC ENGINEERING, 2016, 142 (01)
  • [48] Fluctuations of suspended sediment concentration and turbulent sediment fluxes in an open-channel flow
    Nikora, VI
    Goring, DG
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2002, 128 (02): : 214 - 224
  • [49] VELOCITY PROFILES IN STEEP OPEN-CHANNEL FLOWS
    TOMINAGA, A
    NEZU, I
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1992, 118 (01): : 73 - 90
  • [50] GYARMATI PRINCIPLE AND OPEN-CHANNEL VELOCITY DISTRIBUTION
    HOU, HC
    KUO, JR
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1987, 113 (05): : 563 - 572