岸

Wind action should be primarily influenced on the open shore segment and aerial-marine shore segment, and it's sensitive for the response of the processes of the shadow shore segment to the tide action.

弧形海岸过程的动力机理通过对南湾海滩近岸的动力作用分析表明：1）波浪动力是影响华南弧形海岸过程的决定性因子，近岸海区的波浪场与海滩场具有明显的相关区，关键区主要位于海滩的中间岸段及其海区的近岸带和海湾上、下岬角连线的邻近区域。2）风应力及其潮汐是影响整个华南弧形海岸时空变化过程的重要动力因子，其中，风应力主要偏重于对海滩开敞岸段及其水上岸段的影响，遮蔽岸段的海滩过程对潮汐动力作用的响应较为敏感。3）台风大浪及其冬季冷空气南下导致的动力作用加强是海滩过程急遽变化的重要因子。

The outside sea wave streams into near the shore and shallow water area, being subjected to a submarine friction function, the wave 锋 becomes abrupt, the trough of wave become slowly, the fluid matter orders sport track to present back and forth fluxion, and to shore enter the current velocity degree is usually bigger than offshore reflux speed, causing bottom sediment clean to shore porterage, and is aroused a shore wave of ascend the blunt water current take to the seashore on-line pile up.

外海波浪传入近岸浅水区，受到海底的摩擦作用，波锋变陡、波谷变缓，水质点运动轨迹呈现往复流动，而且向岸进流速度通常大于离岸回流速度，导致底部泥沙净向岸搬运，并被激岸浪的上冲水流带至海滨线上堆积。

After that the fractures in the right dam foundation slope were stretched at the beginning of the Quaternary Period because in the period Yakouhoushan mountain quaquaversal dome was blowups quickly. At the same time, the valley trenching of Lancang River reach to 800-1000 meter in altitude at the right bank in Nuozadu dam site. This two reason accelerated the groundwater infiltration in the right bank slope. So, the weathering agency could have invaded deeply in the right bank slope.

导致右岸岩体复杂化的成因是，右岸岩体在早期遭受了多期构造作用和岩体蚀变的基础上，第四纪早期丫口后山穹隆的快速隆起与当时河谷下切至800m～1000m高程这一特殊因素组合引起了右岸岩体沿原有的断裂张开，使地下水等风化营力能够到达坡体较深部位，经过长期的风化卸荷作用，形成了右岸复杂岩体。

The thickness of the ice cover on the wall surface heat transfer is greater than the thickness of it on the air heat transfer form. The thickness of the ice cover on the wall surface heat transfer along the way changes slowly, but it on the air heat transfer along the way changes significantly. Reducing the entrance velocity, lowering the wall surface or air temperature, the formation of the thickness of the ice cover will increase; in the 3D circumstances, The thickness of the ice cover was relatively uniform in the import of the U-turn model, the ice cover was gradual accumulation in the convex bank when the stream traversed the import of the U-turn model, the thickness of the ice cover in the convex bank was significantly bigger than the thickness in the concave bank. The temperature field under the ice cover tends to be complex because of the existence of the secondary flows. The temperature in the convex bank is greater than it in the concave bank. Compared with the data from experiments, the laws in the numerical simulation are similar with them in the experiments

模拟结果显示：二维情况下，运用壁面传热形成的冰盖厚度大于运用空气传热形成的冰盖厚度，壁面传热形成的冰盖厚度沿程变化缓慢，而空气传热形成的冰盖厚度沿程变化明显，减小入口流速，降低壁面或空气温度等，形成冰盖的厚度都会增大；三维情况下，弯道入口处凸、凹岸形成的冰盖厚度基本相同，进入弯道后，凸岸形成的冰盖厚度逐渐增大，而凹岸的冰盖厚度逐渐减小，受横向环流的影响，冰盖下水流的温度场趋向复杂，并且凸岸的温度小于凹岸的温度；与实验室实验所得数据相比较，数值模拟研究得到的规律基本符合实验规律。

Hased on the field data and the typical investigation of hydrodynamical effect on collapse in reser voir banks, tihs paper analyses the mechanism of reservoir banks collapse and deeply studies some speical relationships between wave Height.

本文以影响库岸坍塌变形的水动力学因素作为主要研究对象，选取三峡工程重庆河段库岸为原型，通过模型试验研究，分析了库岸坍塌变形与波高、岸坡坡度、岸坡土质等要素的关系，对更深入、全面的进行库岸坍塌机理的研究提供了可靠的依据

Chapter 2 discusses the necessity of the establishment and development of Shanghai offshore financial market and focuses on its influence to Chinese economy and the construction of Shanghai international finical center.

本文共分四章，结构安排如下：第一章，离岸金融市场概述介绍了离岸金融市场的含义、特点及发展情况，主要阐述离岸金融市场的发展及其发展的国际经验。

The Fourth part analyzed the necessity and conditional foundation of offshore financial market, combined abroad experience of development of offshore financial market, such as choosing mode which suit oneself etc. This part also analyzed the present condition of Chinese offshore financial market and problem which appeared during the development of Chinese offshore financial market.

第四部分在分析了中国建立离岸金融市场的必要性和条件的基础上，结合国外发展离岸金融市场的经验如选择适合自身的模式等，分析了中国离岸金融市场的现状，剖析了中国离岸金融市场在发展过程中出现的问题。

When three gorge sluiced,bank slide between 135m and 175m must be instable,namely reservoir bank collapse.so the department concerning order to carry out special reaserch about bank collapse geological investigate, bank collapse prognosticate.bank collapse prevention and bank prevention information manage system and decision system.

三峡蓄水后，必然引起沿江两岸135m～175m范围库岸边坡的不稳定，即水库塌岸或边岸再造。鉴于此，国家相关部门下达对三峡库区两岸进行塌岸地质调查、塌岸预测、塌岸防治的工程技术以及塌岸防治信息管理系统与决策支持系统等专题研究。

The paper analyze the influence factor in water level, ground-water, river current, ground structure, bank aspects, wave action and vegetation condition with qualitative method.

分析得出：区域(1)-a库岸再造的主要影响因素是河道纵向水流的冲刷作用；区域(1)库岸再造的影响因素是高水位时波浪的冲刷，水位降落时覆土层的剥离，以及水位变化造成基岩的风化、崩塌；区域(2)、区域(3)库岸再造的主要影响因素是暴雨和水位降落时岸坡的失稳滑塌，次要影响因素是高水位时波浪的冲刷，水位降落时覆土层的剥离，水位变化造成基岩的风化；区域：(4)库岸再造的影响因素是高水位时波浪的冲刷，水位降落时覆土层的剥离。

When the soil behind and/or beneath such a wall liquefies, the pressure it exerts on the wall can increase greatly - enough to cause the wall to slide and/or tilt toward the water.

如果这些码头岸墙基底、或者背面的土壤发生液化，施加于岸墙上的压力将会骤然发生大幅的增加，甚至增大到足以使这些岸墙发生滑移或者向水面侧倾的程度。

Lugalbanda was a god and shepherd king of Uruk where he was worshipped for over a thousand years.

Lugalbanda 是神和被崇拜了一千年多 Uruk古埃及喜克索王朝国王。

I am coming just now,' and went on perfuming himself with Hunut, then he came and sat.

我来只是现在，'歼灭战perfuming自己与胡努特，那麼，他来到和SAT 。