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
  • [22] The numerical study of wave-induced pore water pressure response in highly permeable seabed
    Jiang Changbo
    Cheng Yongzhou
    Chang Liuhong
    Xia Bo
    ACTA OCEANOLOGICA SINICA, 2012, 31 (06) : 46 - 55
  • [23] A Copula-Based Simulation of Wave-Induced Pore Water Pressure Gradient and Local Acceleration Within Surf Zone for Natural and Laboratory Barred Beach Profiles
    Tabasi, Mohammad
    Suzuki, Takayuki
    Cox, Daniel T.
    FRONTIERS IN BUILT ENVIRONMENT, 2022, 8
  • [24] Wave-induced pore water pressure in marine cohesive soils
    CHEN Yunmin1
    Acta Oceanologica Sinica, 2005, (04) : 142 - 149
  • [25] Wave-induced pore water pressure in marine cohesive soils
    Chen, YM
    Lai, XH
    Ye, YC
    Huang, B
    Ji, MX
    ACTA OCEANOLOGICA SINICA, 2005, 24 (04) : 138 - 145
  • [26] Wave-induced pore pressure measurements near a coastal structure
    Michallet, H.
    Mory, M.
    Piedra-Cueva, I.
    JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2009, 114
  • [27] EVALUATION OF WAVE-INDUCED PORE PRESSURE IN SAND LAYER BY WAVE STEEPNESS.
    Maeno, Yoshihiko
    Hasegawa, Takashi
    Coastal Engineering Journal, 1985, 28 : 31 - 44
  • [28] Experimental Study on Wave-Induced Pore Pressure Response and Instability of Layered Submarine Clayey Slope
    Bi, Yandong
    Huang, Yu
    Guo, Zhen
    Zhou, Shu
    Tan, Xiaolin
    ENGINEERING GEOLOGY FOR A HABITABLE EARTH, VOL 5, IAEG XIV CONGRESS 2023, 2024, : 207 - 217
  • [29] Wave-induced transient and residual pore pressure in the sand bed underneath a caisson breakwater - processes leading to liquefaction
    Kudella, M
    Oumeraci, H
    CYCLIC BEHAVIOUR OF SOILS AND LIQUEFACTION PHENOMENA, 2004, : 411 - 424
  • [30] Wave propagation over a bar and wave induced bed pressure gradients
    Arntsen, Oivind A.
    Proceedings of the Coastal Engineering Conference, 1998, 1 : 562 - 575