Using nonlinear forecasting to learn the magnitude and phasing of time‐varying sediment suspension in the surf zone

The time-dependent response of sediment suspension to flow velocity was explored by modeling field measurements collected in the surf zone during a large storm. Linear and nonlinear models were created and tested using flow velocity as input and suspended-sediment concentration as output. A sequence of past velocities (velocity history), as well as velocity from the same instant as the suspended-sediment concentration, was used as input ; this velocity history length was allowed to vary. The models also allowed for a lag between input (instantaneous velocity or end of velocity sequence) and output (suspended-sediment concentration). Predictions of concentration from instantaneous velocity or instantaneous velocity raised to a power (up to 8) using linear models were poor (correlation coefficients between predicted and observed concentrations were less than 0.10). Allowing a lag between velocity and concentration improved linear models (correlation coefficient of 0.30), with optimum lag time increasing with elevation above the seabed (from 1.5 s at 13 cm to 8.5 s at 60 cm). These lags are largely due to the time for an observed flow event to effect the bed and mix sediment upward. Using a velocity history further improved linear models (correlation coefficient of 0.43). The best linear model used 12.5 s of velocity history (approximately one wave period) to predict concentration. Nonlinear models gave better predictions than linear models, and, as with linear models, nonlinear models using a velocity history performed better than models using only instantaneous velocity as input. Including a lag time between the velocity and concentration also improved the predictions. The best model (correlation coefficient of 0.58) used 3 s (approximately a quarter wave period) of the cross-shore velocity squared, starting at 4.5 s before the observed concentration, to predict concentration. Using a velocity history increases the performance of the models by specifying a more complete description of the dynamical forcing of the flow (including accelerations and wave phase and shape) responsible for sediment suspension. Incorporating such a velocity history and a lag time into the formulation of the forcing for time-dependent models for sediment suspension in the surf zone will greatly increase our ability to predict suspended-sediment transport.

[1]  B. Greenwood,et al.  Sediment suspension under waves and currents: time scales and vertical structure , 1993 .

[2]  Peter Nielsen,et al.  Combined Convection and Diffusion: A New Framework for Suspended Sediment Modelling , 1991 .

[3]  I. A. Svendsen Analysis of surf zone turbulence , 1987 .

[4]  Ivar G. Jonsson,et al.  WAVE BOUNDARY LAYERS AMD FRICTION FACTORS , 1966 .

[5]  O. Madsen,et al.  Combined wave and current interaction with a rough bottom , 1979 .

[6]  John P. Downing,et al.  New instrumentation for the investigation of sediment suspension processes in the shallow marine environment , 1981 .

[7]  David M. Rubin,et al.  Use of forecasting signatures to help distinguish periodicity, randomness, and chaos in ripples and other spatial patterns. , 1992, Chaos.

[8]  David A. Huntley,et al.  Continuous measurements of suspended sand concentration in a wave dominated nearshore environment , 1986 .

[9]  G. B. Schubauer,et al.  Laminar Boundary-Layer Oscillations and Stability of Laminar Flow , 1947 .

[10]  B. Johns The modelling of the approach of bores to a shoreline , 1979 .

[11]  J. D. Farmer,et al.  Nonlinear modeling of chaotic time series: Theory and applications , 1990 .

[12]  George Sugihara,et al.  Nonlinear forecasting as a way of distinguishing chaos from measurement error in time series , 1990, Nature.

[13]  James Theiler,et al.  Detecting Nonlinearity in Data with Long Coherence Times , 1993, comp-gas/9302003.

[14]  B. Brenninkmeyer Sand Fountains in the Surf Zone , 1987 .

[15]  Martin C. Miller,et al.  The initiation of oscillatory ripple marks and the development of plane-bed at high shear stresses under waves , 1975 .

[16]  A. Bowen,et al.  Coherence Scales of Wave-Induced Suspended Sand Concentration Fluctuations , 1994 .

[17]  A. Sallenger,et al.  THE CONTRIBUTION OF SUSPENSION EVENTS TO SEDIMENT TRANSPORT IN THE SURF ZONE , 1993 .

[18]  O. H. Andersen,et al.  Distribution of suspended sediment in large waves , 1985 .

[19]  K. Black,et al.  Suspended Sediment Load at Three Time Scales , 1991 .

[20]  G. B. Schubauer,et al.  Laminar-boundary-layer oscillations and transition on a flat plate , 1947 .

[21]  A. Sallenger,et al.  A system for measuring bottom profile, waves and currents in the high-energy nearshore environment , 1983 .

[22]  F. Takens Detecting strange attractors in turbulence , 1981 .

[23]  K. Nadaoka A Fundamental Study on Shoaling and Velocity Field Structure of Water Waves in the Nearshore Zone , 1986 .

[24]  Robert L. Folk,et al.  Petrology of Sedimentary Rocks , 1974 .

[25]  Kazuo Nadaoka,et al.  Structure of the turbulent flow field under breaking waves in the surf zone , 1989, Journal of Fluid Mechanics.

[26]  J. Doyne Farmer,et al.  Exploiting Chaos to Predict the Future and Reduce Noise , 1989 .

[27]  R. Guza,et al.  Observations of turbulence in the surf zone , 1994 .

[28]  R. A. Fox,et al.  Introduction to Mathematical Statistics , 1947 .

[29]  James A. Bailard,et al.  An energetics total load sediment transport model for a plane sloping beach , 1981 .

[30]  R. Sternberg,et al.  Suspended sediment transport in the surf zone: Response to incident wave and longshore current interaction , 1992 .

[31]  R. Holman,et al.  Sediment Suspension Events and Shear Instabilities in the Bottom Boundary Layer , 1994 .

[32]  H. Schlichting Boundary Layer Theory , 1955 .

[33]  J. A. Roelvink,et al.  Bar-generating cross-shore flow mechanisms on a beach Barre provoquant des mecanismes d' ecoulement perpendiculaires a la plage , 1989 .

[34]  Scott Glenn,et al.  A suspended sediment stratification correction for combined wave and current flows , 1987 .

[35]  A J Bowen,et al.  Simple Models of Nearshore Sedimentation, Beach Profiles and Longshore Bars , 1980 .

[36]  Jørgen Fredsøe,et al.  SUSPENDED SEDIMENT IN THE SURF ZONE , 1986 .

[37]  R. Sternberg,et al.  THE ROLE OF SUSPENDED SEDIMENT IN SHORE-NORMAL BEACH PROFILE CHANGES , 1984 .

[38]  James Theiler,et al.  Using surrogate data to detect nonlinearity in time series , 1991 .

[39]  Robert E. Livezey,et al.  An operational multifield analog/antianalog prediction system for United States seasonal temperatures: 1. System design and winter experiments , 1988 .

[40]  James P. Crutchfield,et al.  Geometry from a Time Series , 1980 .

[41]  Daniel M. Hanes,et al.  Intermittent sediment suspension and its implications to sand tracer dispersal in wave-dominated environments , 1988 .