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tidal current相关的网络例句

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与 tidal current 相关的网络例句 [注:此内容来源于网络,仅供参考]

Sediment from river is not the main source of the Rushan Bay now any more ,which leads to the change of balance of sedimentation power. Sediment will transport because of the drive of hydrodynamic elements in macroscopic view .Direction of suspended load is basicly the same as tidal current .Flood tide makes suspended load transport to tip of the inner Bay and to the Mouth in exterior Bay .The direction of longside sediment transport in two sides of the Mouth mainly focus in the Mouth .Because the coastline along the exterior Bay is very meandering and it belongs to the type of bedrock ,besides some sediment going into the inner Bay ,so actual net sediment discharge rate is less than calculation .It develops an ebb delta out of the Mouth and forms tidal sand ridge ,tidal washing canal ,barrier bar and marine physiognomy ;The result of model simulation disclosures that differences of sediment erosion and siltation between single tidal action and wave-current action are very big .From the analysis of sediment composition、sediment sources and stability of beach and ridge ,this article gets the conclusion that the channel has the possibility to silt ,though the course maybe very slow.

通过分析研究文章得出如下结论:沉积物平面分布与水动力的时空变化存在很好的相关性;口门外发育落潮流三角洲,形成潮流沙脊、潮流冲刷槽、浅滩、拦门沙等水下动力地貌;乳山湾河流来沙已不是湾内泥沙主要来源导致沉积水动力平衡发生改变,宏观上表现在泥沙受水动力驱动发生不断运移;悬沙运移方向与涨潮流方向基本一致,湾内涨潮流带来的悬移质泥沙向湾顶运移,湾外悬移质泥沙主要向口门方向运移;湾口两侧岸段沿岸输沙方向均指向口门方向,由于乳山湾外海岸线曲折,两侧岸段以基岩为主,加之部分泥沙进入湾内,实际净输沙量小于计算值;数值模拟发现潮流单独作用与波流共同作用下泥沙蚀淤模拟差别较大;从沉积物组成、泥沙来源及滩槽稳定性三个方面分析,文章认为研究区存在航道淤积的可能性,但过程相对较慢。

Considering complicated conditions of the coastal dynamic environment, sediment dynamics, and together with the immature sediment itself, the predicted results will be somewhat limited if only with numerical model. So, in order to obtain microcosmic quantitative assessment and macroscopically understanding, numerical model is combined with field observations in the thesis. Firstly, the tidal current, SSC distribution, benthal deposited materials were basically analyzed by field observations. Then, the tidal current, SSC distribution, and the erosion and accumulation of the seabed were simulated with the numerical model of ECOMSED.

但由于海岸动力环境多变,泥沙运动复杂,加之泥沙问题本身的复杂性,如仅用数学模型,其预测结果将受到一定的限制,故本文采用实测调查与数学模型计算相结合的方法,宏观把握,微观量化,在掌握岚山港西突堤工程所在海域潮流、悬沙量分布、表层底质沉积物类型及特点基本态势的基础上,紧扣开发工程可能引起潮流场变化,分析工程后悬沙量、海底冲淤变化及其空间分布,进而建立潮流作用下的泥沙输运数学模型,首先比较好地模拟目前岚山港西突堤工程附近海域的潮流场和悬沙场,然后预测海湾沿岸可能引起的冲淤强度变化和冲淤区域的空间分布。

A radial tidal sand ridge system with an area of more than 20 000 km 2 in the southern Yellow Sea is fan-shaped and stretches from Qianggang toward the sea with a central angle of 160°. The marine radial tidal sand ridge system is associated with a convergent-divergent tidal current field.

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Also on the basis of analyzing the two tidal periods successive survey results on the tidal current and suspended sediment at No.5 station in the tidal channel at the crunode of DongDaGang and Dayaomen tidal channel , the tidal characters and process of suspended sediments are further understood.

本论文对辐射沙洲东大港水道4号站位连续2个潮次的水文、泥沙测量资料进行了深入的分析、研究,论述了在潮流作用下泥沙的悬浮与沉降变化过程,并对悬沙的垂线分布进行了拟合,给出了对数拟合关系式,并对该关系式进行了讨论和验证,初步明确了西洋水道主槽的悬沙垂线分布基本规律。

The theory and application is explained in this paper. Software XMGREDIT5 matching ELCIRC is used to generate unstructured grid, and is considered fit for ocean but rivers. Tidal current is simulated and validated well, and sensitivity of current structure to bathymetry is visible. Affection of wind is qualitatively analyzed here. At the same time the model is improved on as required, like the tidal open boundary which could choose not only long period harmonic constant but also short period harmonic constant and tidal level, and multi-point results and flow field data could be exported effectively with binary results.

本文介绍了ELCIRC的理论及使用;基于其在Linux平台下的软件XMGREDIT5生成全三角形网格并评价其特性,认为XMGREDIT5较适合大范围海域而不适用于河道;应用ELCIRC模型计算了长江口的潮流场并进行验证,结果与实测资料吻合良好,且能较好地模拟出地形变化对水流结构的影响;文中对于风场的影响作了定性分析,同时根据实际需要对模型作了改进,如将仅支持长期资料调和常数的开边界条件改为可选择的短期调和常数边界和潮位边界,使二进制格式结果文件数据输出可以处理多点数据及流场等等。

A quick and correct forecast of tidal current when oil spill occurs is a key step in the forecast of oil spill. Based on the harmonic constant of tidal component of M2, S2, O1 and K1 in Lingshan Island, Laoshantou and Chaolian Island, and by using harmonic method, the thesis first conducts a current forecast in a single point, and then builds up a current field forecast in Jiaozhou Bay and its adjacent seas. The computed results match well with the actual situation. The method reduces greatly the time of real time current forecast by not using numerical stimulation, so it fit to the two requirements of quickness and correctness in oil spill forecast system.

迅速准确地预测出溢油发生时的潮流情况是溢油环境预测的根本保证,因此文中根据灵山岛、崂山头和朝连岛三处M2、S2,、O1和K1四个主要分潮的调和常数资料,采用调和的方法进行单点的潮流预报,进而建立了胶州湾及邻近海域的预报潮流场;该方法的潮流预报结果与实际情况吻合良好,且因避开了数值计算过程而大大减少了流场实时预报的机时,符合溢油应急预报系统所要求的准确与快速。

The relationship between barotropic tidal currents and sea level were established for the first 45-day period using the transfer functions and harmonic analysis, and then carry the prediction for the second 45-day period. There is very good agreement between the observed and predicted semidiurnal tidal current, the rms error is less than 3 cm s-1. However, prediction on diurnal tidal current is rather disappointing, the rms error is about 19 cm s-1, suggesting strong baroclinic tidal component may have a significant contribution to the tidal current, which is not registered in the sea level records.

利用转换函数与调和分析两种方法,验证水位预报正压潮流的可行性,将观测资料分为等长的两段时期,藉由第一段时期约45天的正压潮流与水位的关系,预报下一段时期约45天的正压潮流,结果显示半日潮流的观测值与预报值大致符合,其均方根约在3公分/秒以下;但是全日潮流的观测值与预报值的差异大,其均方根最大可达到约19公分/秒,推测其原因为斜压潮分量大而影响潮流,但是不会对水位资料造成影响。

The tidal current is the unceasing change, so long as actually has own characteristic is the tidal current!

潮流是不断的变化的,其实只要有自己的特色就是潮流!

Using winter-time observations,we obtain the fine features of surface tidal current in the Dongshan-Longhai coast area.The tidal current characters are consitent with previous results.

对以往雷达反演海流的比测验证进行总结并发现,雷达海流的观测误差在7-20cm/s之间,误差主要来源不仅来自仪器自身的观测误差,同时也与雷达和比测仪器观测目标之间的差异有关。

Using harmonic analysis of the calculated tidal level and current, the distributions of co-tidal lines for K1, O1, M2 and S2 are obtained, whose maximum amplitudes can reach 112 cm, 96 cm, 50 cm and 15 cm, respectively. The distribution of the maximum probable current velocities in Qinzhou Bay is basically the same as that of isobaths, and the maximum probable current velocity can reach 200cms^(-1) nearby the Longmen Harbor. It is concluded by the analysis of K1 and M2 tidal current ellipses that the flow is rotating at the mouth of the bay, while its retilinear flow is in the nearshore area, estuaries and channels. The distributions of the major axes are closely related to the topography, and the rotation directions of both constituents are clockwise.

根据模拟结果计算得到了较以往更为精细的钦州湾K1、O1、M2、S2分潮的同潮图,潮汐最大振幅分别为112、96、50和15cm;最大可能流速的分布基本与等深线一致,龙门港附近最大可能潮流流速可达200cms^(-1);钦州湾的外湾口海域开阔,一般为旋转流,近岸海区及水道、河口等多为往复流,K1和M2分潮流椭圆长轴的分布与地形密切相关,旋转方向均为顺时针,流速极值出现在龙门港区。

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