The depth-inversion problem in shallow water

被引:0
作者
Grilli, ST [1 ]
机构
[1] Univ Rhode Isl, Dept Ocean Engn, Narragansett, RI 02882 USA
来源
OCEAN WAVE MEASUREMENT AND ANALYSIS, VOLS 1 AND 2 | 1998年
关键词
D O I
暂无
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
Two Depth Inversion Algorithms (DIAs) were developed and validated using on results of computations for the shoaling of periodic waves over mild slopes, in a two-dimensional numerical wave tank, based on fully nonlinear potential flow theory. The first algorithm, DIA1, uses sets of values of wave celerity c, height H, and spatial wavelengths L-c and L-t, simultaneously measured at a number of locations x(i) (i = 1,..., N) in the direction of wave propagation (e.g., using remote sensing techniques), to predict the depth variation h(x(i)). The second algorithm, DIA2 uses spatial wave asymmetry s(2)/s(1) calculated from wave phase, instead of H. Results indicate that state-of-the-art depth inversion methods based on the linear dispersion relation may lead to large errors (50-70%) for the depth prediction in very shallow water, whereas the present methods are 3-10 times more accurate.
引用
收藏
页码:701 / 715
页数:5
相关论文
共 21 条
  • [11] Breaking criterion and characteristics for solitary waves on slopes
    Grilli, ST
    Svendsen, IA
    Subramanya, R
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1997, 123 (03): : 102 - 112
  • [12] SHOALING OF SOLITARY WAVES ON PLANE BEACHES
    GRILLI, ST
    SUBRAMANYA, R
    SVENDSEN, IA
    VEERAMONY, J
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1994, 120 (06): : 609 - 628
  • [13] GRILLI ST, 1998, UNPUB J GEOPHYS RES
  • [14] A NEW FORM OF THE BOUSSINESQ EQUATIONS WITH IMPROVED LINEAR DISPERSION CHARACTERISTICS
    MADSEN, PA
    MURRAY, R
    SORENSEN, OR
    [J]. COASTAL ENGINEERING, 1991, 15 (04) : 371 - 388
  • [15] ALTERNATIVE FORM OF BOUSSINESQ EQUATIONS FOR NEARSHORE WAVE-PROPAGATION
    NWOGU, O
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1993, 119 (06): : 618 - 638
  • [16] EXPERIMENTAL-VERIFICATION OF NUMERICAL-MODEL FOR NONLINEAR-WAVE EVOLUTIONS
    OHYAMA, T
    BEJI, S
    NADAOKA, K
    BATTJES, JA
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1994, 120 (06): : 637 - 644
  • [17] SMITH P, 1997, COMMUNICATION
  • [18] VARIATIONS ON HIGHER-ORDER SHOALING
    SOBEY, RJ
    BANDO, K
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 1991, 117 (04) : 348 - 368
  • [19] Tsai WT, 1996, ANNU REV FLUID MECH, V28, P249
  • [20] A FULLY NONLINEAR BOUSSINESQ MODEL FOR SURFACE-WAVES .1. HIGHLY NONLINEAR UNSTEADY WAVES
    WEI, G
    KIRBY, JT
    GRILLI, ST
    SUBRAMANYA, R
    [J]. JOURNAL OF FLUID MECHANICS, 1995, 294 : 71 - 92