Observations of wave-induced pore pressure gradients and bed level response on a surf zone sandbar

被引:23
|
作者
Anderson, Dylan [1 ]
Cox, Dan [1 ]
Mieras, Ryan [2 ]
Puleo, Jack A. [2 ]
Hsu, Tian-Jian [2 ]
机构
[1] Oregon State Univ, Sch Civil & Construct Engn, Coastal & Ocean Engn Program, Corvallis, OR 97331 USA
[2] Univ Delaware, Ctr Appl Coastal Res Civil & Environm Engn, Delaware, OH USA
基金
美国国家科学基金会;
关键词
FLOW SEDIMENT TRANSPORT; OSCILLATORY SHEET FLOW; BOUNDARY-LAYER; LOAD TRANSPORT; SHEAR-STRESS; BARRED BEACH; SWASH ZONE; MOTION; MIGRATION; NEARSHORE;
D O I
10.1002/2016JC012557
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
Horizontal and vertical pressure gradients may be important physical mechanisms contributing to onshore sediment transport beneath steep, near-breaking waves in the surf zone. A barred beach was constructed in a large-scale laboratory wave flume with a fixed profile containing a mobile sediment layer on the crest of the sandbar. Horizontal and vertical pore pressure gradients were obtained by finite differences of measurements from an array of pressure transducers buried within the upper several centimeters of the bed. Colocated observations of erosion depth were made during asymmetric wave trials with wave heights between 0.10 and 0.98 m, consistently resulting in onshore sheet flow sediment transport. The pore pressure gradient vector within the bed exhibited temporal rotations during each wave cycle, directed predominantly upward under the trough and then rapidly rotating onshore and downward as the wavefront passed. The magnitude of the pore pressure gradient during each phase of rotation was correlated with local wave steepness and relative depth. Momentary bed failures as deep as 20 grain diameters were coincident with sharp increases in the onshore-directed pore pressure gradients, but occurred at horizontal pressure gradients less than theoretical critical values for initiation of the motion for compact beds. An expression combining the effects of both horizontal and vertical pore pressure gradients with bed shear stress and soil stability is used to determine that failure of the bed is initiated at nonnegligible values of both forces. Plain Language Summary The pressure gradient present within the seabed beneath breaking waves may be an important physical mechanism transporting sediment. A large-scale laboratory was used to replicate realistic surfzone conditions in controlled tests, allowing for horizontal and vertical pressure gradient magnitudes and the resulting sediment bed response to be observed with precise instruments. Contrary to previous studies, the pore pressure gradient exhibited a range of values when erosion occurred, which indicates that erosion is the result of multiple physical mechanisms competing to secure or destabilize the sediment bed. The observations provide a better understanding of the forces acting within the sediment, and could improve parameters used in coastal sediment transport models to better predict coastal change.
引用
收藏
页码:5169 / 5193
页数:25
相关论文
共 50 条
  • [31] Mathematical Modeling of Wave-Induced Pore Pressure Dynamics in Silty Seabeds
    Fu, Changjing
    Wen, Baoer
    Lu, Ye
    Zhao, Tianlong
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2025, 13 (02)
  • [32] A New Model for Pore Pressure Generation for Evaluating Wave-induced Liquefaction
    Tseng, Wen-Chien
    Chien, Lien-Kwei
    INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2018, 28 (04) : 426 - 436
  • [33] Modeling wave-induced pore pressure and effective stress in a granular seabed
    Luc Scholtès
    Bruno Chareyre
    Hervé Michallet
    Emanuele Catalano
    Donia Marzougui
    Continuum Mechanics and Thermodynamics, 2015, 27 : 305 - 323
  • [34] COMBINED ANALYSIS OF WAVE-INDUCED PORE PRESSURE IN THE SEABED BENEATH A BREAKWATER
    Yang, Soonbo
    Zen, Kouki
    RECENT DEVELOPMENT OF GEOTECHNICAL AND GEO-ENVIRONMENTAL ENGINEERING IN ASIA, PROCEEDINGS, 2006, : 407 - +
  • [35] Modeling wave-induced pore pressure and effective stress in a granular seabed
    Scholtes, Luc
    Chareyre, Bruno
    Michallet, Herve
    Catalano, Emanuele
    Marzougui, Donia
    CONTINUUM MECHANICS AND THERMODYNAMICS, 2015, 27 (1-2) : 305 - 323
  • [36] Analytical solution of wave-induced pore pressure under solitary waves
    Fu, Changjing
    Wang, Jinguo
    Zhao, Tianlong
    ARCHIVE OF APPLIED MECHANICS, 2023, 93 (08) : 3007 - 3023
  • [37] Analytical solution of wave-induced pore pressure under solitary waves
    Changjing Fu
    Jinguo Wang
    Tianlong Zhao
    Archive of Applied Mechanics, 2023, 93 : 3007 - 3023
  • [38] Extreme water velocities: Topographical amplification of wave-induced flow in the surf zone of rocky shores
    Denny, MW
    Miller, LP
    Stokes, MD
    Hunt, LJH
    Helmuth, BST
    LIMNOLOGY AND OCEANOGRAPHY, 2003, 48 (01) : 1 - 8
  • [39] Three-dimensional modelling of wave-induced current from the surf zone to the inner shelf
    Michaud, H.
    Marsaleix, P.
    Leredde, Y.
    Estournel, C.
    Bourrin, F.
    Lyard, F.
    Mayet, C.
    Ardhuin, F.
    OCEAN SCIENCE, 2012, 8 (04) : 657 - 681
  • [40] One-dimensional modelling of individual waves and wave-induced longshore currents in the surf zone
    vanRijn, LC
    Wijnberg, KM
    COASTAL ENGINEERING, 1996, 28 (1-4) : 121 - 145