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The AAPG/Datapages Combined Publications Database

GCAGS Transactions

Abstract


Gulf Coast Association of Geological Societies Transactions
Vol. 47 (1997), Pages 579-583

Changing Previous HitWaveNext Hit Parameters, Due to Shoaling, and Sediment Transport

William F. Tanner

ABSTRACT

Deep-sea Previous HitwaveNext Hit height, length and period each may have a Gaussian distribution. However, deep-sea Previous HitwaveNext Hit height and length cannot be used in shoaling depths, and there is no useful algebraic equation which gives modified parameters at any desired point during shoaling. Therefore they must be calculated step-by-step.

Shoaling over real-world profiles yields complicated (polymodal) distributions of these parameters, due in part to bottom irregularities. Shoaling on many smooth-profile equations also makes polymodal Previous HitwaveNext Hit parameter distributions, even without bottom irregularities, indicating -- among other things -- that simplistic representations of Previous HitwaveNext Hit characteristics, at or near the surf zone, do not provide very much useful information.

Results of this work:

  1. Nearshore Previous HitwaveNext Hit parameters may have polymodal distributions, commonly with two-to-six Gaussian components.
  2. Any one component of Previous HitwaveNext Hit height, Previous HitwaveNext Hit length or Previous HitwaveNext Hit period may be truncated at either end.
  3. Nearshore Previous HitwaveNext Hit measurements (means and standard deviations) cannot be extrapolated seaward to get deep-water values.
  4. The polymodality of the near-shore distribution of Previous HitwaveNext Hit height, Previous HitwaveNext Hit length and Previous HitwaveNext Hit period cannot be explained uniquely by either deep-water conditions or shoaling processes, without additional information.
  5. Initial Previous HitwaveNext Hit period and Previous HitwaveNext Hit height, and modal inshore Previous HitwaveTop length, fit a simple equation for algebraic profiles, but not for natural bathymetry.

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