Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
Online ISSN : 2185-4688
ISSN-L : 2185-4688
Annual Journal of Civil Engineering in the Ocean Vol.35
GRAIN SIZE CHARACTERISTICS OF NATIVE AND NOURISHED BEACHES IN TERNATE, CAVITE, PHILIPPINES
Christian Heco Senen SANCHEZMario DE LEONRyuichiro NISHIYoshihisa TSURUNARI
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2019 Volume 75 Issue 2 Pages I_737-I_742

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Abstract

 Sediment compatibility refers to the sediments ability to perform well compared to that of the native sand. It is often based on the granulometric similarity of the sand originally present in the beach and the sand that is used in the beach nourishment.Various methods are used to obtain this compatibility and the method used in the study is the median (D50) grain size distribution. Two beaches (one native and the other nourished) located in Luzon, specifically in Ternate, Cavite, Philippines were investigated according to the characteristics of sand grain size. Specifically, the study aims to; (1) compare the median grain size (D50) distribution of both nourished and native sand, (2) generate spatial distribution with respect to beach profile, and (3) identify the effects of sediment compatibility. Results of the sieve analysis range revealed that median grain size (D50) of the nourished beach sand (0.5mm - 1.2mm) is greater than that of the native beach sand (0.19mm - 0.47mm). Based on the concept of sediment compatibility, the material used for nourishment in Puerto Azul area is not compatible as the nourished beach has significantly larger D50 values. Both the dry and wet areas of the beach produced the largest values of D50 ranging from 0.65mm to 1.2mm for the nourished beach and 0.21mm to 0.48mm for the native beach. The swash area produced the finest grain size among all the areas with D50 ranging from 0.5mm to 1mm in the nourished beach and 0.19mm to 0.43mm in the native beach. The average slope of the nourished beach (15.5:100) is almost twice the average slope of the native beach (8:100), which supports the grain size characteristic of the study area that larger grain size develops a steeper slope compared to smaller grain size. The transport of the nourished sediments may be due to the incompatibility as well as the difference in specific gravity with the native sand.

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© 2019 Japan Society of Civil Engineers
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