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1.
珠江河口伶仃洋水域潮波传播变形及其不对称性关系对河口动力环境和物质输运产生影响。研究根据珠江口伶仃洋及东四口门19个潮位站2011年6月实测逐时潮位, 利用收缩河型沿程潮幅解析理论, 阐释伶仃洋从桂山岛上行沿程潮汐传播规律特征; 在调和分析基础上, 应用偏度理论和分潮组合分析方法, 阐明了伶仃洋东西岸及洪奇门、蕉门内潮汐不对称性分布特征, 对照数值研究结果, 指出伶仃洋至虎门之间水域导致潮汐不对称性的主控因素及响应规律。研究表明, 河口平面形态呈近似指数收缩特征的伶仃洋, 沿程潮幅的变化符合指数收缩型河口波幅解析变化规律, 东岸潮幅高于西岸的主要原因是东岸水深大于西岸, 其次是科氏力影响; 行进潮波虽受地形摩擦耗能及非线性作用下不同频率分潮间能量迁移的影响, 但收缩河口能量汇聚效应可以保证收缩段天文分潮潮幅减缓衰减甚至增加, 半日分潮能量汇聚效果强于全日分潮, 各非线性项作用促使浅水分潮产生并持续增能, 保证一定距离内沿程潮幅的增大; 潮汐不对称性的偏度由湾口落潮占优向湾顶涨潮占优发展, 在伶仃洋中部赤湾至金星港一线转为涨潮占优, 产生该现象的原因是自湾口向湾顶不同频率间天文分潮K1-O1-M2的相互作用, 导致表现为落潮优势潮的不对称性减弱, 而天文分潮M2和其对应的浅水分潮倍潮M4组合作用使涨潮优势偏度值的不对称性增强; 收缩河口形态属性要素中, 水深是影响潮不对称性的最主要因素。 相似文献
2.
A numerical experiment of the M2 tide in the Yellow sea 总被引：1，自引：0，他引：1
Hui Soo An 《Journal of Oceanography》1977,33(2):103-110
Semi-diurnal tides in the Yellow Sea are calculated by integrating the shallow water wave equations with frictional and inertial terms.It is found that the results depend on the bottom friction. In the frictionless case the tidal range is unstably amplified because of the occurrence of resonance of the semi-diurnal tidal component in Inchon Bay. When the bottom friction is in the form of the square of velocity, the results agree fairly well with the observations.The following results are obtained. First, the tidal range is larger at the coast of the Korean Peninsula than at the China Coast. Second, resonance of the semi-diurnal tide occurs in Inchon Bay. Third, bottom friction is very important in the shallow ocean,i.e., when the bottom friction become large, the phase lag is retarded and the tidal range decreases.The amplitude and the phase lag calculated in this study agree well with the observations in the case of
b
=b
2
V¦V¦,
b
2=0.0026, especially in the coast of the Korean Peninsula. 相似文献
3.
The systems of diurnal tidal wave (K1) and semi-diurnal tidal wave (M2) in the Beibu Gulf are studied with numerical method. Also discussed in this paper are the influences of the Qiongzhou Strait, the bottom friction term, the horizontal turbulent friction term and the inertial (acceleration) term in dynamic equations on the tidal system. The calculated results show that there is an independent left-handed tidal system in the diurnal tidal wave of the gulf, the amphidromic point being roughly located at Taigeli Island; that the semi-diurnal wave constitutes no tidal system, generating a small tidal range in the region near Feizhulong Islands; and that the influence of the tidal wave from the strait on the tidal system of the K1 is not evident, but its effect on the system of the M2 component tide is quite obvious. The bottom friction term, the horizontal turbulent friction term, and the inertial term have effects upon the tidal system in the gulf. 相似文献
4.
-In order to avoid prescribing open boundary condition on the upstream side of the Hangzhou Bay, in numerical simulation of the tides and residual currents of the Bay, a 1-D model for the Qiantang River is connected to the 2-D model for the Hangzhou Bay. The harmonic constants of diurnal constituent [ (K1 O1)/2],semidiurnal constituent (M2) and shallow water constituent (M4) are obtained. The results produced by the combined model are in better agreement with the observed ones than those produced solely by the original 2-D model. The combined model gives much more reliable results for tide-induced residual water level and current. 相似文献
5.
杭州湾潮汐特征时空变化及原因分析 总被引：2，自引：2，他引：0
杭州湾是世界著名的强潮河口湾,一直是研究的热点。基于杭州湾口内外实测潮汐资料,对杭州湾潮汐特征及时空变化进行了系统分析,包括高潮位、低潮位、平均潮位、潮差、涨潮历时以及天文潮变化,同时分析了20世纪80年代以来潮汐特征变化的原因。结果表明:最近50年来,杭州湾年平均高潮位和海平面抬高,潮差增大;澉浦年平均低潮位抬高,涨潮历时缩短,浅海分潮增大;钱塘江河口治江缩窄是造成杭州湾潮汐变化的主要因素;浙江和邻近海域的涉海工程可能是造成浙江沿海海平面上升的主要原因之一。 相似文献
6.
大亚湾及其邻近海域冬、夏季各14个临时水位观测点1个月的实测潮位资料显示:各站的水位曲线均呈现明显的"双峰"现象,且湾顶比湾口更为明显。本文采用了调和分析方法,给出M_2、S_2、K_1、O_1四个主要分潮及M_4、M_6、2MS_6三个浅水分潮的振幅和迟角同潮图,分析大亚湾的主要潮汐特征,探讨了浅水分潮对双峰结构的贡献,并采用交叉谱分析对余水位与风的相关性进行了讨论。结果表明:(1)大亚湾海域各主要分潮振幅均由湾口向湾顶递增;高潮发生时间由湾口向湾顶推迟;涨潮历时均大于落潮历时;平均潮差在湾顶达到最大;(2)大亚湾内属于不正规半日潮,而考洲洋及其湾外海域则属于不正规全日潮;(3)大亚湾内浅水效应明显,从湾口至湾顶,六分之一日分潮的振幅呈5—7倍的增长,主导了大亚湾潮波系统的形变;(4)分潮重构结果显示,四分之一日和六分之一日浅水分潮(尤其是2MS_6分潮)的异常增长,是导致大亚湾潮汐双峰现象的主要原因;(5)冬季大亚湾内各点的余水位与风速呈现正相关,相关系数均在0.53以上;(6)周期为0.45—0.53 d的沿岸风对各站余水位的影响最大。 相似文献
7.
Estimates of area-averaged tidal bottom stress are made for four channel segments of the Great Bay Estuary, N.H. Current and sealevel measurements are used to estimate acceleration and pressure gradient terms in the equation of motion, while the equation of motion itself is used to infer the remaining stress term. Dynamic terms, bottom stress values, friction coefficients and energy dissipation rates are estimated for each site. The analysis shows that while throughout the estuary the principal force balance is between the frictional stress and the pressure gradient forcing, RMS values of total bottom stress range from 2·67 to 10·38 Nm?2 and friction coefficients vary from 0·015 to 0·054. Both stress and energy dissipation are largest in the seaward portion of the estuary with an order of magnitude decrease in dissipation at the most inland site.These distributions of stress and energy dissipation are consistent with cotidal charts of the principal semi-diurnal tidal constituent (M2) which indicate that the estuary is composed of a highly dissipative more progressive tidal wave regime seaward and a less dissipative standing wave regime landward. 相似文献
8.
The tidal regime of Shark Bay, Western Australia 总被引：1，自引：0，他引：1
Murray C. Burling Charitha B. Pattiaratchi Gregory N. Ivey 《Estuarine, Coastal and Shelf Science》2003,57(5-6):725-735
A non-linear hydrodynamic model is used to describe the tidal dynamics of Shark Bay, Western Australia. The model is forced by tidal elevations generated by M2, S2, K1 and O1 constituent data at the open boundaries. The absence of suitable boundary data required a ‘calibration’ of the boundary condition against the known constituent data from within the model domain. The model provides a good match to the available field data, and allows the surface-level and current response to be resolved over the entire domain. Due to a near quarter-wave resonance of the semi-diurnal tide along the eastern Hopeless Reach, which increases the semi-diurnal tide by a factor of 2, the tidal characteristics on each of the Reaches are different: on the eastern Hopeless Reach the tides are mainly semi-diurnal while on the western Freycinet Reach the tides are mainly diurnal. The tidal range is also higher along Hopeless Reach. Tidal harmonics, generated by non-linearity, are important in the shallow regions. The tidal wave is shown to propagate as a progressive wave into the Bay. Substantial phase-lag, attenuation and dissipation occur over the Faure Sill, a major shallow region of the eastern reach of the Bay. Non-linear generation of the M4 and MS4 tides is also significant in this region. Depth-averaged residual currents are presented, which show a tidally generated circulation that is enhanced in regions of complex topography. Estimates of tidal dissipation indicate that although the total dissipation is small on a global scale, the areal average is comparable with the Gulf of Carpentaria and approximately one-quarter of the value estimated for the Patagonian Shelf. 相似文献
9.
烟墩角海域二测站周日水温及潮流变化特征 总被引：1，自引：0，他引：1
为加深对山东半岛东部养殖区的海流、海温变化特征,及其与该地区生态特征分布之间关系的认识,应用短期资料的潮流准调和分析方法,计算了烟墩角海域两个测站的O1,K1,M2,S2,M4,MS46个主要分潮的北、东分量潮流调和常数,并给出了各测站在各层的潮流椭圆要素。结果表明:该海区水温呈现层化结构,在1天内呈现两个波动,与N-S向潮流变化关系密切。海区除湾内表层外属日潮性质外,潮流属于正规半日潮流性质,半日分潮流的北分量大于东分量,呈现典型往复流特征,最大流流向多为南北向。分析结果也反映出表层、中层的浅水分潮在观测海流中所占的份额高于底层的浅水分潮。 相似文献
10.
杭州湾的沉积结构与沉积环境分析 总被引：7，自引：0，他引：7
漏斗状的地形、强劲的潮流和长江入海泥沙的输入是制约杭州湾沉积作用的主要因素。根据沉积结构特征可将杭州湾划分为五种不同的沉积环境:东部湾底、西部湾底、庵东浅滩、近岸深槽和水下沙脊。杭州湾内潮流脊发育不好的原因在于没有足够的粗屑物质。 相似文献
11.
基于局部时间步长方法的潮流数值模型研究及应用 总被引：1，自引：1，他引：0
为了准确快速地模拟潮流过程,将局部时间步长(LTS)方法应用于基于黎曼近似解通量——有限体积法的浅水模型。LTS方法和传统整体最小时间步长方法的计算性能对比表明,两种方法的计算结果定量差异远小于模拟值与实测值之间相对误差;但由于LTS方法对每个网格采用了与稳定性条件相适应的尽可能大的时间步长,计算效率大幅度提高。本模型计算所得渤海、黄海、东海的潮流传播过程、潮汐调和常数的空间分布、无潮点位置,以及长江口和杭州湾区域的潮流过程与已有认识和实测资料吻合良好。 相似文献
12.
A two-dimensional hydrodynamic model was set up and validated for the west coast of India. The spatio-temporal variation of the tidal constituents for a 110 km stretch of the southwest coast of India was then studied by setting up a fine grid model. The study brings out variability in the shallow water constituents and their selective amplification. Within the Cochin estuary, the amplitudes of almost all the major tidal constituents show a gradual reduction upstream compared to other locations. The shallow water constituents show significant amplification and Z0, the constituent related to mean sea level shows five-fold amplification within the estuary. 相似文献
13.
海湾内外的潮波变形及其不对称性影响海湾内外动力输送和水体交换。利用乐清湾内外共9个测站连续潮位进行调和分析,得到该海湾内外各分潮变化规律,利用潮不对称性偏度计算方法确定湾内外潮汐不对称性时空变化特征,比较了主要分潮组合对潮汐不对称性的贡献度,通过数值研究探讨了湾内偏度比湾外偏度值更小的主要成因,分析了湾内外围垦工程对潮不对称偏度的影响。研究发现:乐清湾内潮汐不对称偏度值为负,表现为落潮占优,同期湾外洞头站偏度值为正,与邻近瓯江、飞云江河口的潮不对称偏度变大、表现涨潮占优的变化规律相反;湾外沿岸各站偏度由东北向西南逐渐增大,由落潮占优向涨潮占优变化;潮汐不对称性偏度呈周期性变化,分析确定M2-M4、M2-S2-MS4分潮组合对潮不对称贡献大,该海域潮汐不对称的强度主要由浅水分潮振幅控制,而相对相位则决定潮汐不对称的方向;数值研究探讨表明,湾内大范围的浅滩地形是其潮汐不对称落潮占优的主要原因,围垦将削弱湾内的落潮占优。 相似文献
14.
东海沿岸海域表层海水酸化趋势及影响因素研究 总被引：1，自引：0，他引：1
根据2002—2011年东海沿岸海域(4个区域,16个站位)春、夏、秋三个季节的表层海水pH、温度、盐度和叶绿素a等监测资料,对该海域pH的年际时空变化及其影响因素进行了探讨。结果表明,东海沿岸海域表层海水十年间pH变化趋势存在明显的季节和区域差异,共有10个站点表层海水pH呈下降趋势,主要集中于长江口和杭州湾海域,而三门湾和椒江口海域的酸化则不明显。环境因子相关性分析显示,杭州湾海域夏季表层海水的pH与叶绿素a浓度呈极显著正相关,其它海域两者间未显示出显著的相关性;杭州湾海域的pH与海表温度也存在显著的相关性,但季节不同趋势不同,呈现出春季正相关而夏季负相关的特征;pH与盐度的关系在各海域表现得更加明显,长江口、杭州湾和三门湾三个调查海区海水的pH变化与盐度都存在显著的正相关。总之,在10年的连续监测内东海沿岸海域存在一定程度的酸化趋势,其影响机制还需进一步研究。 相似文献
15.
基于普林斯顿海洋模式,通过干湿网格判别法引入潮汐潮流的漫滩过程,考虑M2,S2,K1,O1,M4和MS4六个主要分潮,建立了胶州湾潮汐潮流数值模拟和预报模型,研究了该海域潮汐潮流特征,并讨论了漫滩对潮流模拟的影响。与实测资料的对比验证表明,该模式能够对胶州湾的潮汐和潮流做出较为合理的预测。给出了胶州湾潮汐、潮流、余流等分布特征,模拟的潮流场以及余流场涡旋等现象与观测符合良好;计算了潮波能通量,从能量角度探讨了潮波的传播特性;对潮位与潮流场演变规律,以及潮能通量的分析表明,胶州湾内的潮波以驻波为主。通过数值试验发现,漫滩过程的引入对胶州湾潮流速度的模拟至关重要,不考虑漫滩过程的模式会夸大或者低估潮流流速。对于滩涂面积广阔的海域来说,潮流数值模式中考虑漫滩的影响是必要的。 相似文献
16.
渤海主要分潮的模拟及地形演变对潮波影响的数值研究 总被引：2，自引：0，他引：2
基于FVCOM数值模式,利用1972年和2002年水深岸线数据,分别对渤海主要潮波系统进行模拟,研究了水深岸线变化对渤海主要分潮的影响。结果表明渤海地形演变会引起各分潮无潮点位置移动和振幅的改变,其中M2、S2分潮黄河口附近无潮点位置向东北方向迁移20km以上,且渤海湾湾顶振幅减弱,莱州湾内振幅增强;K1、O1分潮位于渤海海峡附近的无潮点亦向东北方向偏移,移动距离为10km左右,且渤海湾湾顶振幅明显减弱。在此基础上,本文通过敏感性数值实验,对导致黄河口外M2分潮无潮点位置移动的主要因素进行了初步分析。结果显示,在岸线不变的情况下,水深变化导致无潮点向东北方向迁移;而岸线变化导致无潮点向东南方向迁移。 相似文献
17.
针对杭州湾独特的喇叭型强潮河口湾的特点,基于Blumberg等(1996)的ECOMSED模式,引入动边界技术,建立杭州湾三维动边界的潮流模型.模型以正交曲线坐标下三维非线性水动力方程为基本方程,应用Mellor和Yamada的2.5阶湍流闭合模型计算紊动黏滞系数,嵌入Grant和Madsen的底边界层模型考虑波浪对底部应力的作用,采用干湿网格法模拟潮流漫滩过程;综合考虑径流,风应力,密度流和M2,S2,K1,O1四个主要分潮和M4,S4,MS4三个浅水分潮的作用,从而提高杭州湾潮流模拟的精度.通过验潮站调和常数和多次海流连续观测资料的验证,表明该文建立的模型可以更好的用于杭州湾流场的预报模拟. 相似文献
18.
Evaluation of the flushing rates of Apalachicola Bay, Florida via natural geochemical tracers 总被引：4，自引：0，他引：4
We used naturally occurring radium isotopes as tracers of water exchange in Apalachicola Bay, a shallow coastal-plain estuary in northwestern Florida. The bay receives fresh water and radium from the Apalachicola River, and mixes with Gulf of Mexico waters through four inlets. We deployed moored buoys with attached Mn-fibers at several stations throughout the estuary during two summer and two winter periods. After deployment for at least one tidal cycle we measured the ratio of the two short-lived radium isotopes 223Ra (half-life = 11 d) and 224Ra (3.6 d) to estimate “radium ages” of the water in the bay.During our four seasonal deployments the river discharge ranged from 338 to 1016 m3 s− 1. According to our calculations the water turnover time in the bay during these samplings ranged from 6 to 12 days. Age contours in the bay showed that winds and tides as well as river discharge influence the water movement and the residence time of freshwater in the bay. We also calculated the mean age of river water in the bay which was between 5 to 9 days during the studied periods. We suggest that this approach can be used to quantify transport processes of dissolved substances in the bay. For example, soluble nutrient or pollutant transport rates from a point source could be examined. We conclude that the radium age technique is well suited for flushing rate calculations in river dominated shallow estuaries. 相似文献
19.
采用二维非线性运动方程和连续方程组，以多个分潮同步输入，做耦合数值模拟，进行潮汐数值预报。结果表明，K1潮波等振幅线分布与历史潮波图明显不同，此线呈舌状向北伸展，特别在湾的南部海域，其中央区振幅很小，10cm等振幅线可以伸至北纬19°以北。O1分潮的分布与K1分潮类似；北部湾北部以全日潮为主，湾的南部潮汐性质指标数2．0的等值线呈舌状向湾内神，两侧为不正规日潮，中间为不正规半日潮。4．0等值线向北推移，在19°N以南中央海区预报结果与前人的结果不同；南部海区中央一带潮差很小，最大可能潮差不超过2m，这种分布与前人结果有较大差异。 相似文献
20.
秋季湛江港和入海口温盐结构及生态特征 总被引：2，自引：1，他引：1
采用2015年10月采集的湛江港海域水体叶绿素a浓度、温度、盐度等参数,分析了秋季湛江港和入海口温盐结构及生态特征。研究结果表明,湛江港海域盐度的水平分布上由湾内往湾外逐渐递增,叶绿素a浓度由湾内往湾外逐渐递减,水深比较浅的区域水温较高,同时在航道入海口底层存在着“高盐低温低叶绿素”的相对稳定的冷水团结构。该水团的形成是由于湛江港出海口独特的地形构造促进区域性水体层化,同时底部水体透明度低,限制航道入海口区域底层的浮游植物的生长等因素所致。 相似文献