Experimental Study on Transmitted Wave Characteristic about Wave Absorbing Slit Caisson Breakwater with Sloping Top Wall in Deep Sea

D. Nishimura, T. Kawai, Y. Horii, Takanori Morikawa, Kaname Yoshida
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Abstract

In recent years, there have been an increasing number of projects that adopt “wave absorbing slit caisson breakwater” to reduce construction cost in deep sea. This type of structure tends to receive strong wave force at upright wall. On account of this, there is a case study that replace upright wall with sloping wall, but it has quickened transmitted wave. Accordingly, this study was conducted to elucidate transmitted wave characteristic about “wave absorbing slit caisson breakwater with sloping top wall” of hydraulic model tests. The basic data obtained is expected to be greatly helpful in future breakwater design.
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深海斜顶墙吸波缝式沉箱防波堤透射波特性试验研究
近年来,为降低深海工程造价,采用“吸波缝式沉箱防波堤”的工程越来越多。这种结构在直立壁面处容易受到较强的波浪力。因此,有一个用斜墙代替直立墙的实例研究,但它加快了传播波。据此,对水工模型试验中“斜顶壁吸波缝式沉箱防波堤”的传波特性进行了研究。所得的基本数据对今后防波堤的设计有很大的帮助。
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