【摘要】：通過(guò)不規(guī)則波作用下波浪水槽物理模型試驗(yàn),對(duì)開(kāi)孔雙擋板式高樁碼頭透浪特性開(kāi)展研究。將試驗(yàn)結(jié)果與各家公式的計(jì)算結(jié)果進(jìn)行對(duì)比分析,認(rèn)為規(guī)范公式并不適用于開(kāi)孔雙擋板式高樁碼頭透浪系數(shù)的計(jì)算。Kriebel公式計(jì)算結(jié)果與試驗(yàn)結(jié)果吻合良好。在Kriebel公式的基礎(chǔ)上,提出了計(jì)算一定波浪條件下開(kāi)孔雙擋板式高樁碼頭透浪系數(shù)的半經(jīng)驗(yàn)公式,可為類似條件下的工程建設(shè)提供計(jì)算透浪系數(shù)的依據(jù)。
[Abstract]:Through the physical model test of wave flume under the action of irregular wave, the wave-permeable characteristics of high pile wharf with open hole and double baffle are studied. By comparing the test results with the calculation results of the various formulas, it is concluded that the standard formula is not suitable for the calculation of the wave permeability coefficient of the high pile wharf with open hole and double baffles. The calculated results of the Kriebel formula are in good agreement with the test results. On the basis of Kriebel formula, a semi-empirical formula for calculating the wave-permeation coefficient of a high-pile wharf with open holes and double baffles under certain wave conditions is put forward, which can provide a basis for calculating the wave-permeable coefficient for engineering construction under similar conditions.
【作者單位】： 河海大學(xué)港口海岸與近海工程學(xué)院海岸災(zāi)害及防護(hù)教育部重點(diǎn)實(shí)驗(yàn)室;
【分類號(hào)】：U656.113

【共引文獻(xiàn)】

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本文編號(hào)：2279331