--> Abstract: Coefficient "k" in "a-b-c^hellip" Model, by L. D. Entsminger, R. S. Banks, W. F. Tanner; #90978 (1975).
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Abstract: Coefficient "k" in "a-b-c^hellip" Model

L. D. Entsminger, R. S. Banks, W. F. Tanner

The coefficient "k" is a dimensionless quantity which relates the immersed weight of sediment, i, to the longshore component of wave power, PL, which transports it parallel with the coast. The relation is stated by the formula i = kPL; k has a theoretical maximum value of unity and is an estimate of the efficiency of the system of unidirectional littoral transport. Several factors affect the accuracy of k: maturity of the system, reversals of the drift direction, whether PL and i are measured directly or indirectly, average and catastrophic PL values through time, length of study time, and masking of sand quantity by leakage into or from the system.

Two previous values of k exist: (1) Komar and Inman's instantaneous measurement, k - 0.77, and (2) May and Tanner's estimate k = 10-2 to 10-3. The area of study extended from Previous HitAnnaTop Maria Key to Captiva Island, Florida. The i values were obtained from hydrographic surveys spanning 20 years. The PL values were obtained from computer modeling of various wave heights and periods. Several values of k were obtained in the general range of 10-3 to 10-4. The specific results of this work are applicable only to the study area.

AAPG Search and Discovery Article #90978©1975 GCAGS-GC Section SEPM Annual Meeting, Jackson, Mississippi