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Tidal analysis in the venturi-shaped area between Zhenhai and Shenjiamen in the East China Sea 被引量:2
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作者 吕华庆 胡建炯 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2009年第1期103-111,共9页
In order to better understand the general tidal features in the venturi-shaped area between Zhenhai and Shenjiamen in the northern coastal region of Zhejiang Province in the East China Sea, the tidal data were obtaine... In order to better understand the general tidal features in the venturi-shaped area between Zhenhai and Shenjiamen in the northern coastal region of Zhejiang Province in the East China Sea, the tidal data were obtained from both the three permanent tide stations of Zhenhai, Dinghai and Shenjiamen, and four temporary tide stations of Mamu, Chuanshan, Guoju and Liuheng, along with the current speed being observed at Luotou Waterway. Results from harmonic analysis show that: (1) The area was dominated by shallow water tides with irregular semi-diurnal features, and the smallest tidal range occurred in the area near a crossing line between Zhenhai and Dinghai stations, indicating that a tidal node existed in the southern Hangzhou Bay; (2) Formulae, HS2/HM2 >0.4 and gM2-(gK1+gO1)=270° (where H and g are harmonic constants), could be used as judging criteria for high and low tidal level diurnal inequalities; (3) The duration difference between ebb and flood tides could be roughly assessed by the ratio of HM4 vs. HM2; and the larger the ratio is, the bigger the duration difference is. At the same time, the duration period could be assessed by 2gM2-gM4, the epoch difference between M2 and M4 tidal constituents. If 2gM2-gM4 <180°, then the ebb duration is longer than the flood duration; if 180°< 2gM2-gM4 <360°, the result is reversed; (4) Taking Dinghai station as a center point, the highest tidal levels and the average high tidal levels, as well as the average tidal ranges at all stations became higher and larger both southeastwards and northwestwards, while the lowest tidal levels and the average low tidal levels appeared to be lower both southeastwards and northwestwards; and (5) The tidal patterns were not all in line with the tidal current patterns. As a conclusion, the smallest tidal range occurred in the narrow part of the venturi-shaped area. Along the both sides of the area, the highest tidal level and tidal range became higher and larger, while the lowest tidal level became lower with the increase of the distance from the narrow throat area. This is somehow different from the theory that the tidal level increases gradually when it moves towards the top narrow area of a V-shaped bay or estuary. 展开更多
关键词 East China Sea harmonic analysis luotou Waterway tidal features venturi-shaped area Zhejiang coastal water
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舟山螺头水道悬沙数值模拟研究 被引量:3
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作者 冯沈科 姚炎明 《海洋通报》 CAS CSCD 北大核心 2013年第1期58-65,共8页
建立了以舟山螺头水道海域为重点研究区域的平面二维潮流泥沙数学模型,模型对螺头水道海域2005年1月的悬沙场进行了模拟,将模拟结果与实测资料进行比较,二者吻合较好,模拟结果分析表明:螺头水道内含沙量由西至东逐渐减小,涨落潮主流流... 建立了以舟山螺头水道海域为重点研究区域的平面二维潮流泥沙数学模型,模型对螺头水道海域2005年1月的悬沙场进行了模拟,将模拟结果与实测资料进行比较,二者吻合较好,模拟结果分析表明:螺头水道内含沙量由西至东逐渐减小,涨落潮主流流路的差异使得水道内存在两股相反的悬沙净输运趋势,但总体净输沙方向为落潮流方向;含沙量与涨落潮流过程密切相关,水道内以平流输沙作用为主,沉降及再悬浮作用小,是长江口及杭州湾向外海输沙的主要通道而非主要沉积区域。 展开更多
关键词 螺头水道 悬沙模型 净输沙 平流输沙
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强潮高浊度海域坐底结构物稳定性分析
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作者 刘炬 王少华 +1 位作者 李莉 孙红月 《海洋工程》 CSCD 北大核心 2021年第3期118-126,共9页
为满足强潮高浊度海域海底观测网布设需求,以潮动力强、泥沙浓度高的舟山群岛螺头水道为例,研究坐底结构物的稳定性。对3种形状的观测网坐底混凝土结构体进行计算分析,结果表明3种结构体抗滑安全系数2.22~7.40,抗倾覆安全系数1.59~1.64... 为满足强潮高浊度海域海底观测网布设需求,以潮动力强、泥沙浓度高的舟山群岛螺头水道为例,研究坐底结构物的稳定性。对3种形状的观测网坐底混凝土结构体进行计算分析,结果表明3种结构体抗滑安全系数2.22~7.40,抗倾覆安全系数1.59~1.64,沉降14.32~43.60 mm,地基承载力符合规范要求。针对冲刷可能导致的结构倾斜,建立结构体泥沙冲淤三维数值模型,分析了3种结构体的局部微流场与底床冲淤特性。模型结果表明,3种观测网坐底结构体在强潮流高浊度海域中符合稳定性要求,其中圆台结构体的稳定性最好。 展开更多
关键词 坐底结构物 稳定性 冲淤变化 高浊度 强潮海域 舟山群岛 螺头水道
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螺头水道大跨越导线的选型及应用 被引量:1
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作者 王轶文 姚耀明 +1 位作者 张彤 金红明 《电力建设》 2011年第7期55-58,共4页
螺头水道大跨越是舟山与大陆联网输电工程的核心部分,其跨越规模创造多项纪录。导线选型及制造是螺头水道大跨越的核心技术难题之一,系统总结了螺头水道大跨越建设中导线的设计制造等相关经验,可供今后类似工程借鉴。
关键词 螺头水道大跨越 铝包钢绞线 交直流电阻比 导线选型
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