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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >ANALYSIS OF HIGH FREQUENCY BREAKING WAVES AND LOW FREQUENCY SURGES GENERATED IN HARBORS DUE TO PASSAGE OF DEEP-DRAFT TANKERS
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ANALYSIS OF HIGH FREQUENCY BREAKING WAVES AND LOW FREQUENCY SURGES GENERATED IN HARBORS DUE TO PASSAGE OF DEEP-DRAFT TANKERS

机译:深水槽通过导致港口产生高频断裂波和低频波动的分析

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Cline’s Point Marina, located in Port Aransas, TX, has been experiencing detrimental conditions near the marina’s entrance and within the marina itself during the passage of deep-draft ship traffic. The wave activity is primarily generated by pressure field effects from large, laden outbound vessels in Corpus Christi Ship Channel (CCSC). The basin was originally protected by an approximately 180 ft. long breakwater constructed in 1976 on the west side of the entrance which by 1980 has deteriorated and partially failed to 120 ft. long breakwater and continued deteriorating over time, reaching its approximate 60 ft. long current condition by 2003. The deterioration of this breakwater has reportedly resulted in enhanced penetration of deep-draft vessel wave activity into the marina (Figure 1). Mott MacDonald (MM) evaluated the mechanisms by which waves are generated in the navigation channel, transform, and enter the harbor, quantified the level of protection afforded by past and present entrance breakwater configuration(s), and developed conceptual alternatives for improving conditions inside the marina.
机译:位于德克萨斯州阿兰萨斯港(Port Aransas)的克莱恩(Cline)的波因特码头(Point Marina)在深水轮船通行期间一直在码头入口附近和码头本身内部遇到不利条件。波浪活动主要是由科珀斯克里斯蒂船航道(CCSC)中满载的大型出港船只的压力场效应产生的。该流域最初由1976年在入口西侧建造的约180英尺长的防波堤保护,到1980年,该防波堤已经恶化并部分破坏到120英尺长的防波堤,并随着时间的推移不断恶化,达到其约60英尺长。到2003年达到目前的状况。据报道,该防波堤的恶化导致深水船波活动向码头的渗透增强(图1)。莫特·麦克唐纳(MM)评估了在导航通道中产生波浪,转换和进入港口的机制,量化了过去和现在的入口防波堤结构所提供的防护等级,并为改善内部条件开发了概念性替代方案码头。

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