箱涵式削角直立防波堤创新设计
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Innovative design of vertically chamfered breakwater in box-culvert shape
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    摘要:

    针对博贺中心渔港透空式防波堤地基岩面非常浅,桩基透空堤不适用的问题,对典型的重力式防波堤进行创新设计,利用箱涵的透流特性和削角直立堤的防浪特性,将两者进行组合,提出箱涵式削角直立堤的新型透空堤结构方案。通过理论分析和物模论证,认为该结构安全可靠,达到防浪、透流、减少回淤等功能要求。通过初步经济效益分析,认为该结构有助于港内水体交换,可作为环境保护措施;降低年淤积强度,减少疏浚维护费用。

    Abstract:

    Because the rockface foundation of open type breakwater in Bohe center fishing port is very shallow,the open piled quay is inapplicable.Based on the typical gravity breakwater,we combine the through flow characteristic of the box culvert and the prevention of wave of chamfered vertical breakwater,propose a new structure which is called “box-culvert chamfered vertical breakwater”.Through the theoretical analysis and the demonstration of physical model,the results show that the structure is safe and reliable,and is capable to prevent wave,pass flow,reduce the back silting and achieve other functions.Through the preli-minary analysis of economic benefit,the structure which can be used as environmental protectionmeasure,is considered to be helpful to water renewal.It also can reduce the back siltation intensity and the cost of maintenance dredging.

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许健敏,李承柱,林报琮.箱涵式削角直立防波堤创新设计[J].水运工程,2017(9):99-102.

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  • 在线发布日期: 2017-09-15
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