An innovative method for measuring the three-dimensional water surface morphology of unsteady flow using light detection and ranging technology

被引:9
作者
Zhang, LiYuan [1 ]
Zhang, FaXing [1 ]
Xu, WeiLin [1 ]
Bo, HuaJiang [1 ]
Zhang, XiaoLong [1 ]
机构
[1] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Peoples R China
关键词
Three-dimensional free surface morphology; Unsteady flow; LiDAR; Dam-break flow; DAM-BREAK; MODEL; WAVE;
D O I
10.1016/j.oceaneng.2023.114079
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
High-resolution free-surface elevation measurement is challenging due to the rapid evolution of unsteady flow. In this study, using dam-break flow as an example, the applicability of a low-cost sensor, the Intel (R) RealSenseTM L515 solid-state light detection and ranging (LiDAR) probe, for the free-surface elevation measurement was evaluated. A white inorganic pigment was added to the water to improve the water's laser reflection. A series of dam-break flow experiments were systematically conducted, including asymmetric flow with obstacles in downstream rivers. The results demonstrate that the single-point time-domain process and water surface profile as measured by the LiDAR probe showed good consistency with acoustic displacement meter measurements with uniform correction of the free-surface elevation deviation. The proposed method's advantage is that the unsteady flow's free surface can be obtained with high temporal and spatial resolution; in addition, the volume flow rate and cross-sectional average velocity can be indirectly obtained, thus providing a useful reference for measuring the free surface of unsteady flow under laboratory conditions.
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页数:12
相关论文
共 31 条
  • [1] A Smoothed Particle Hydrodynamics model for 3D solid body transport in free surface flows
    Amicarelli, Andrea
    Albano, Raffaele
    Mirauda, Domenica
    Agate, Giordano
    Sole, Aurelia
    Guandalini, Roberto
    [J]. COMPUTERS & FLUIDS, 2015, 116 : 205 - 228
  • [2] Experimental and CFD investigation of a multistage centrifugal pump including leakages and balance holes
    Babayigit, Osman
    Ozgoren, Muammer
    Aksoy, Muharrem Hilmi
    Kocaaslan, Osman
    [J]. DESALINATION AND WATER TREATMENT, 2017, 67 : 28 - 40
  • [3] Measurements of the time-varying free-surface profile across the swash zone obtained using an industrial LIDAR
    Blenkinsopp, C. E.
    Mole, M. A.
    Turner, I. L.
    Peirson, W. L.
    [J]. COASTAL ENGINEERING, 2010, 57 (11-12) : 1059 - 1065
  • [4] A Numerical Model of the Wave that Overtopped the Vajont Dam in 1963
    Bosa, Silvia
    Petti, Marco
    [J]. WATER RESOURCES MANAGEMENT, 2013, 27 (06) : 1763 - 1779
  • [5] Turbulent free-surface monitoring with an RGB-D sensor: the hydraulic jump case
    Bung, Daniel B.
    Crookston, Brian M.
    Valero, Daniel
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 2021, 59 (05) : 779 - 790
  • [6] Chanson Hubert., 2003, Science of Tsunami Hazards, V20, P278
  • [7] Two-dimensional numerical modeling of flood wave propagation in an urban area due to Urkmez dam-break, Izmir, Turkey
    Haltas, Ismail
    Tayfur, Gokmen
    Elci, Sebnem
    [J]. NATURAL HAZARDS, 2016, 81 (03) : 2103 - 2119
  • [8] HUGHES MG, 1992, J COASTAL RES, V8, P562
  • [9] Experimental study of the interaction of dambreak with a vertical cylinder
    Kamra, Mohamed M.
    Al Salami, Jabir
    Sueyoshi, Makoto
    Hu, Changhong
    [J]. JOURNAL OF FLUIDS AND STRUCTURES, 2019, 86 : 185 - 199
  • [10] Experimental investigation of reservoir geometry effect on dam-break flow
    Khankandi, Atabak Feizi
    Tahershamsi, Ahmad
    Soares-Frazao, Sandra
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 2012, 50 (04) : 376 - 387