桥东油田青东5块区透空式箱涵进海路断面物理模型试验
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摘要
在研究透空式箱涵进海路稳定性的基础上,修改上部结构以满足其稳定性。分析箱涵的透浪性能,并通过箱涵波压力测力试验,得到控制水位下箱涵所受的最大波压力以及各测力点随水位变化的折线图,箱涵波压力的分布规律。论证透空式箱涵进海路结构透浪性能及箱涵受力特点,确定合理的透空堤结构形式。
Based on the study of the stability of the permeable box culvert sea access road,we can meet the stability by modifing the upper structure. We analyse the wave transmission properties of box culvert,and test the pressure force of the box culvert wave. By doing these,we obtain the maximum wave pressure,and the broken line graphs which shows the trendency of each measuring point changing with the water level and the pressure distribution of the box culvert.Finally,we demonstrate the performance of the wave transmission properties and the forced characteristic of the permeable box culvert sea access road,then determine a reasonable structure of the permeable breakwater.
Based on the study of the stability of the permeable box culvert sea access road,we can meet the stability by modifing the upper structure. We analyse the wave transmission properties of box culvert,and test the pressure force of the box culvert wave. By doing these,we obtain the maximum wave pressure,and the broken line graphs which shows the trendency of each measuring point changing with the water level and the pressure distribution of the box culvert.Finally,we demonstrate the performance of the wave transmission properties and the forced characteristic of the permeable box culvert sea access road,then determine a reasonable structure of the permeable breakwater.
引文
[1]李坚.透空式进海路平面布置及结构设计研究[D].青岛:中国海洋大学,2012.
[2]徐喜林.滩海陆采油田进海路工程的特点与应用前景[J].石油工程建设,2013(8):22-26.XU Xilin.The characteristics and application prospect of beach sea oil field road engineering[J].Petroleum Engineering Construction,2013(8):22-26.(in Chinese)
[3]黄蕙,马舒文.涵洞式直立堤透浪特性研究[J].水运工程,2013(12):25-29.HUANG Hui,MA Shuwen.Wav transmission coefficients of vertical breakwater with culverts[J].Port and Waterway Engineering,2013(12):25-29.(in Chinese)
[4]黄蕙,王禹.不规则波作用下涵洞式直立堤涵洞顶部上托力压强值研究[J].水运工程,2012(11):47-51.HUANG Hui,WANG Yu.Wave uplift pressure intensity on top of culvert of vertical breakwater with culvert under action of irregular wave[J].Port and Waterway Engineering,2012(11):47-51.(in Chinese)
[5]陈德春.桥东桥东油田青东5块新区产能建设地面工程路岛断面物模试验报告[R].南京:河海大学,2011.
[6]陈兆虎,陈德春.青东人工岛防波堤断面的稳定性[J].江南大学学报:自然科学版,2013,12(4):458-464.CHEN Zhaohu,CHEN Dechun.Section stability comprehensive research of Qingdong artificial breakwater[J].Journal of Jiangnan University:Natural Science,2013,12(4):458-464.(in Chinese)
[7]中华人民共和国交通部.JTJ213-98海港水文规范[S].北京:人民交通出版社,1998.
[8]中华人民共和国交通部.JTJ/234-2004波浪模型试验规程[S].北京:人民交通出版社,2002.
[2]徐喜林.滩海陆采油田进海路工程的特点与应用前景[J].石油工程建设,2013(8):22-26.XU Xilin.The characteristics and application prospect of beach sea oil field road engineering[J].Petroleum Engineering Construction,2013(8):22-26.(in Chinese)
[3]黄蕙,马舒文.涵洞式直立堤透浪特性研究[J].水运工程,2013(12):25-29.HUANG Hui,MA Shuwen.Wav transmission coefficients of vertical breakwater with culverts[J].Port and Waterway Engineering,2013(12):25-29.(in Chinese)
[4]黄蕙,王禹.不规则波作用下涵洞式直立堤涵洞顶部上托力压强值研究[J].水运工程,2012(11):47-51.HUANG Hui,WANG Yu.Wave uplift pressure intensity on top of culvert of vertical breakwater with culvert under action of irregular wave[J].Port and Waterway Engineering,2012(11):47-51.(in Chinese)
[5]陈德春.桥东桥东油田青东5块新区产能建设地面工程路岛断面物模试验报告[R].南京:河海大学,2011.
[6]陈兆虎,陈德春.青东人工岛防波堤断面的稳定性[J].江南大学学报:自然科学版,2013,12(4):458-464.CHEN Zhaohu,CHEN Dechun.Section stability comprehensive research of Qingdong artificial breakwater[J].Journal of Jiangnan University:Natural Science,2013,12(4):458-464.(in Chinese)
[7]中华人民共和国交通部.JTJ213-98海港水文规范[S].北京:人民交通出版社,1998.
[8]中华人民共和国交通部.JTJ/234-2004波浪模型试验规程[S].北京:人民交通出版社,2002.