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71.
长江口北支盐水倒灌南支对青草沙水源地的影响 总被引:13,自引:1,他引:13
自1978年以来,在长江口的几个关键岸段(例青龙港、新建、高桥、堡镇等)设置盐度观测站;1992-1994年的枯季、在青草沙水源地的南、北两侧各抛测量船一般,在一个完整的大、中、小潮期间、连续逐时观测流速、流向、水深、盐度等,同时在青龙港等处设置6个岸边观测点同步取样;1995-1996年在船站位置各设置氯离子自动监测仪一台;1996年3月又进行了一次大规模的长江口水文测验。本文对大量的现场资料作了分析计算。研究结果表明,青草沙水源地盐水来源主要有北支倒灌咸水团和外海咸水入侵。前者的特征为,氯度的半月变化是小潮期(或小潮后的寻常潮)的氯度反高于大潮期,氯度的潮周日变化是日最高值出现在落憩附近,日最低值出现在涨憩附近,氯度的垂向分层不明显。这与外海盐水入侵引起的氯离子浓度在半月和潮周日内的变化特征正好相反。 相似文献
72.
长江口外高盐水入侵分析 总被引:10,自引:0,他引:10
本文根据1975~1982,1987~1990年东海海洋调查、1982~1983年上海市海岸带海洋水文调查和1988~1989年长江口河口锋调查资料,分析了高盐水入侵长江口外的特征和规律,结果表明,高盐水入侵边界的多年平均位置与长江水下三角洲的东边界大致一致,入侵长江口外的高盐水主要源于台湾暖水,冬季尚有黄海混合水入侵的迹象。文中还探讨了高盐水的入侵机理,并阐述了高盐水入侵对入海泥沙输移和长江水下三角洲的发育起着控制作用。 相似文献
73.
台湾东北部黑潮次表层水入侵的季节变化规律 总被引:4,自引:1,他引:4
台湾东北部,黑潮次表层水常年入侵东海陆架。但是黑潮次表层水入侵的季节变化规律,尚存在很多不明之处。本文基于2009至2011年间东海4个航次的CTD实测数据,研究了黑潮次表层水入侵东海过程的季节变化规律,发现:黑潮次表层水入侵在春末夏初开始加强,夏季最强,秋季开始减弱,冬季最弱。入侵的黑潮次表层水起源深度也随季节变化有所不同。另外,结果还表明黑潮次表层水入侵存在明显的短期变动。 相似文献
74.
由于缺少观测数据和对黑潮水准确定义,很难识别出从太平洋入侵到南海的黑潮水团。本文基于一个经过观测验证的三维模式MITgcm,利用被动示踪物标记黑潮水,研究了入侵南海的黑潮水的时空变化。研究表明,在冬季,黑潮水入侵的范围最广,几乎占据了18°N-23°N和114°E-121°E的区域;并有一个分支进入台湾海峡;黑潮入侵的范围随深度增加逐渐减小。在夏季,黑潮水被限制在118°E以东,且没有分支进入台湾海峡;入侵的范围从海面到约205米是增大的,之后随深度增加逐渐减小。通过分析从2003年到2012年黑潮入侵的年际变化,与厄尔尼诺年和正常年相比,冬季黑潮入侵后向台湾海峡的分支在拉尼娜年是最弱的,这可能与中国大陆东南方向的风应力旋度有关。通过吕宋海峡的黑潮入侵通量(KIT)是西向的,其年平均值约为-3.86×106 m3/s,大于吕宋海峡通量(LST,约-3.15×106 m3/s)。250米以上的KIT约占了全深度通量的60-80%。此外,从2003年到2012年KIT与Niño 3.4指数的相关系数到达0.41,小于LST与Niño 3.4指数的相关系数0.78。 相似文献
75.
76.
珠江磨刀门水道咸潮上溯加剧的原因 总被引:1,自引:0,他引:1
对磨刀门水道不同年份地形资料和多年枯季潮位资料进行了对比分析,结果表明:大规模的河床采砂,引起磨刀门上游河段河床大幅下切,河道深泓平均加深0.59~2.25 m,河槽容积平均增加8.91×106~12.11×106m3,使该河段枯季潮差增大,进潮量增加,潮汐动力增强,导致咸水界向上游河段推移;口门围垦整治后,磨刀门口门区由众多岛屿环抱而成的内海区变成人工导堤控制的"一主一支"两条水道,水域面积减少了80%,河槽容积减少了40%,深槽趋于顺直加深,使口门区的"调淡"作用消失,这是咸潮上溯的重要原因;根据多年水文频率分析,发生严重咸潮灾害时,西、北江枯季流量并非都是枯水流量,因此枯季上游来水量变化并不是近年来咸潮灾害加剧的主要原因。 相似文献
77.
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79.
Baroclinic terms have been implemented in a three-dimensional fully hydrodynamic model developed by Badiei et al. [2008. A three-dimensional non-hydrostatic boundary fitted model for free surface flows. International Journal for Numerical Methods in Fluids, 56(6), 607-627] modifying its momentum equations to account for density gradients and utilizing the scalar (salinity, temperature, etc.) conservation equation (SCE) and a state equation for the calculation of density. In the solution of advection-diffusion terms of the governing Navier-Stokes equations (NSE) and SCE, a symmetric splitting method was applied to ensure the long-term stability of simulations. Correction terms proposed by Ruddic et al. (1995) were applied to SCE to ensure the conservation of the scalar quantity. In the presence of baroclinic terms, the zero gradient pressure in the vertical direction in the vicinity of surface and bottom boundaries assumed by Badiei et al. [2008. A three-dimensional non-hydrostatic boundary fitted model for free surface flows. International Journal for Numerical Methods in Fluids, 56(6), 607-627] created spurious currents. This problem was solved by assuming a hydrostatic pressure variation at those boundaries. The ability of extended model was validated by comparing its results with an experimental test case. The simulation of hydrodynamic and salt intrusion at Anzali Port located at the southern coasts of Caspian Sea in Iran was carried out by the model with both barotropic and baroclinic modes. The simulated results with baroclinic mode show a better agreement with measured data as compared to the results of barotropic mode that clearly demonstrate the significance of baroclinic terms in the simulation of cyclic intrusion of salt wedge into the Port Basin. 相似文献
80.
This study has compared the environmental characteristics of the basins and saline lower reaches of the tributaries of eight estuaries on the south coast of Western Australia, which differ in their degree of connectivity with the ocean. Although four estuaries between 115.1° and 121.8° E along that coast remain permanently open to the ocean, the others only become open when the volume of river discharge is sufficient to breach the prominent sand bars at their mouths, which occurs annually following heavy winter and early spring rainfall in some estuaries (seasonally open) and infrequently in others (normally closed). Estuaries to the west of 118.5° E are predominantly permanently open, e.g. Oyster Harbour, or seasonally open, e.g. Broke, Irwin and Wilson inlets, whereas those further east, e.g. Wellstead Estuary and Hamersley, Culham and Stokes inlets, where annual rainfall and thus discharge are much lower, only become open after exceptionally heavy discharge. In permanently and seasonally-open estuaries, pronounced haloclines and oxyclines are present in the narrow rivers but not the wide basins where the waters are subjected to wind-driven mixing. The extent of cyclical seasonal fluctuations in environmental conditions differed markedly among the three seasonally-open estuaries and between years in one of those systems. These differences reflected variations in the relationship between the volume of fluvial discharge, which is determined by a combination of the amount of local rainfall, catchment size and extent of clearing of native vegetation, and the amount of intrusion by marine waters, which is largely controlled by the size and duration of the opening of the estuary mouth. The mean seasonal salinities in the basins of the three normally-closed estuaries increased over three years of very low rainfall to 64 in the deepest of these estuaries (Stokes Inlet) to 145 in Hamersley Inlet and to 296 in the shallowest estuary (Culham Inlet). These results demonstrate that the environmental characteristics of estuaries on the south coast of Western Australia differ markedly, even among those of the same type, e.g. seasonally-open estuaries or normally-closed estuaries. 相似文献