Wave and Mean Water Level Control by Caisson-Type Submerged Breakwater

Y. Jeong, Jeong-Huem Lee, Jun-Seok Kim, D. Hur
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Abstract

In this study, hydraulic experiments were performed for three types of cross sections depending on the presence or absence of pipeline of CTSB(Caisson-Type Submerged Breakwater), in which slit-upper-level drainage and lower-level drainage are installed to reduction the water level behind the submerged breakwaters. Additionally, based on the measured hydraulic characteristics, we compared the changes in the wave reflection, transmission and dissipation coefficient around the submerged breakwaters three cases with or without drainage with a solid caisson that has no slit-upper-level and lower-level drainage. Therefore, wave control around the submerged breakwaters is better using the Caisson-Type solid than with the slit-upper-level drainage and lower-level drainage. Moreover, reduction of water level behind the submerged breakwaters is better using the slit-upper-level drainage and lower-level drainage than Caisson-Type solid. its effect is excellent when with TTP are used.
沉箱式淹没防波堤对波浪和平均水位的控制
在本研究中,根据CTSB(沉箱式水下防波堤)是否有管道,对三种断面进行了水力试验,CTSB(沉箱式水下防波堤)采用开缝式上排水和下排水来降低水下防波堤后面的水位。此外,在实测水力特性的基础上,对比了在有排水和不排水三种情况下,在无开缝和无开缝两种情况下,沉水防波堤周围波浪反射、透射和耗散系数的变化。因此,采用沉箱型固体比采用缝式上排和下排两种方式对淹没式防波堤周围的波浪控制效果更好。同时,与沉箱式固体相比,采用缝式上、下两种排水方式对淹没式防波堤后水位的降低效果更好。与TTP配合使用效果极佳。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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