首页期刊介绍通知公告编 委 会投稿须知电子期刊广告合作联系我们在线留言
 
警戒潮位核定中重现期高潮位计算方法的探讨
作者:赵强  龙绍桥  舒志光  王艳萍 
单位:宁波海洋环境监测中心站, 浙江 宁波 315012
关键词:警戒潮位核定 重现期高潮位 误差分析 
分类号:P731.23
出版年·卷·期(页码):2023·40·第三期(28-34)
摘要:
针对警戒潮位核定中重现期高潮位计算问题,优化了高潮同步相关法的计算步骤。将核定站年极值高潮位经G-I分布直接得到的重现期高潮位作为客观值,将通过参考站年极值高潮位间接得到的重现期高潮位作为计算结果,以宁波海域湖头渡水文站和乌沙山海洋站、镇海水文站和镇海海洋站、大目涂水文站和石浦海洋站这3对潮位站的实测潮位资料为基础,计算并比较了高潮同步相关法、潮位同步相关法、极值同步差比法和年极值相关法的计算结果误差。结果显示,对于有1个月~5年连续实测潮位资料的核定站,潮位同步相关法计算结果的精确度和稳定性优于高潮同步相关法;对于有5~20年连续实测潮位资料的核定站,当数据年限较长且核定站与参照站同期年极值高潮位呈显著强相关时,年极值相关法的计算结果优于极值同步差比法。
To estimate tide level in sea level return periods in the warning water level determination, the high tide correlation method are optimized using observation data from three pairs of tide gauge stations located along the coast of Ningbo. Four methods, i. e. the high tide correlation method, the tide level correlation method, the extreme value difference ratio method and the annual extreme value correlation method, are used to calculate the tide level in return periods, and the errors of these methods are compared. The results show that for the tide level data with the length of 1 month to 5 years, both the accuracy and stability of the tide level correlation method are better than those of the high tide correlation method. For the data with the length of 5 to 20 years, the annual extreme value correlation method is better than the extreme value difference ratio method when the correlation of observation data between the determination station and the reference station is strong.
参考文献:
[1] 中华人民共和国国家质量监督检验检疫总局, 中国国家标准化管理委员会. GB/T 17839-2011警戒潮位核定规范[S]. 北京:中国标准出版社, 2012. General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China. GB/T 17839-2011 Specification for warning water level determination[S]. Beijing:Standards Press of China, 2012.
[2] 费岳军. 宁波市沿海海洋灾害风险调查及警戒潮位核定[M]. 北京:海洋出版社, 2015. FEI Y J. Coastal marine disaster risk survey and warning water level determination of Ningbo[M]. Beijing:China Ocean Press, 2015.
[3] 曹兵, 邬惠明, 徐常三, 等. 警戒潮位核定规范的几个问题探讨[J]. 海洋预报, 2016, 33(5):70-77. CAO B, WU H M, XU C S, et al. Discussion on several problems of specification for warning water level determination[J]. Marine Forecasts, 2016, 33(5):70-77.
[4] 姜绍材, 黄子眉. 重现期高潮位在广西全日潮岸段警戒潮位核定等应用中的局限性分析[J]. 海洋预报, 2020, 37(1):28-32. JIANG S C, HUANG Z M. Limitation of high tide level with different return periods approving the warning tide level in Guangxi[J]. Marine Forecasts, 2020, 37(1):28-32.
[5] 黄锦林, 张婷, 李嘉琳. 沿海警戒潮位核定技术问题探讨[J]. 海洋预报, 2015, 32(1):26-32. HUANG J L, ZHANG T, LI J L. Discussion on technical problems for the determination of coastal warning tide level[J]. Marine Forecasts, 2015, 32(1):26-32.
[6] 中华人民共和国交通运输部. JTS 145-2015港口与航道水文规范[S]. 北京:人民交通出版社, 2016. Ministry of Transport of the People's Republic of China. JTS 145-2015 Code of hydrology for harbour and waterway[S]. Beijing:China Communications Press Co., Ltd., 2016.
[7] 陈望春, 徐琦良, 王颖. 宁波沿海设计高潮位分析及查算图绘制[J]. 水文, 2016, 36(4):80-84. CHEN W C, XU Q L, WANG Y. Analysis of design high tide levels in Ningbo coastal area[J]. Journal of China Hydrology, 2016, 36(4):80-84.
[8] 中华人民共和国住房和城乡建设部. GB/T 51015-2014海堤工程设计规范[S]. 北京:中国计划出版社, 2015. Ministry of Housing and Urban-Rural Development of the People's Republic of China. GB/T 51015-2014 Code for design of sea dike project[S]. Beijing:China Planning Press, 2015.
服务与反馈:
文章下载】【发表评论】【查看评论】【加入收藏
 
 海洋预报编辑部 地址:北京海淀大慧寺路8号
电话:010-62105776
投稿网址:http://www.hyyb.org.cn
邮箱:bjb@nmefc.cn