坝

The Olmos Formation in the Gold River North field is characterized by a shelf-edge deltaic system, from which five types of depositional systems are identified:(1) fluvial plain, which is characterized by fluvial channels, crevasse splays, and swales;(2) deltaic plain, which consists of distributary channels, levees, and crevasse splays;(3) deltaic-front mouth bars and sheet sands;(4) prodelta, which is composed of silty sediments; and (5) incised valleys, which were formed during subsequent lowstand erosion on exposed deltaic sediments.

美国南得克萨斯地区Webb县Gold River North油田上白垩统Olmos组钻井资料较少，采用地震沉积学方法对其分析，可以识别出一套完整的三角洲体系，其中包括前三角洲亚相、三角洲前缘亚相、三角洲平原亚相、曲流河相和下切谷沉积等，其中河道砂、河口砂坝和下切谷沉积物是有利的储层。

If the inputted accelerations are velocity-zeroized and the Damage Value is calculated according to shear stress extrema, as to 100-meter-high earth dam, Multi-Point Effect is not distinct; But as to 240-meter-high earth dam, in the part where permanent displacement and Damage Value is originally bigger the response is less tenser than that by One-Point Input, and in the part near basement the maximal shear stress and Damage Value is bigger, that is the Multi-Point Effect in time domain.

频域内多点效应与时域内有不一致的地方，即对于240米高的超大型坝，摘要对于竖向永久位移最大的坝顶部位和损伤值原本就比较高的坝顶及斜坡部位，频域内多点输入比单点输入的永久位移和损伤值反应要大些。不一致的原因在于频域内多点作用是通过拟静应力实现的。

The established model shows good stability and accuracy as it is tested with two sets of measured data, hence it can be used to simulate dam-break water flows over complex topographies.

最后通过两个算例对本文的模型进行了验证，结果表明该模型具有较好的稳定性和可靠性，能够较好的模拟具有复杂地形的溃坝水流演进过程。

A series of measures, such s uniformly arranging grouting holes for consolidation grouting, monitoring stresses of anchor rods, increasing grouting pressure in stages, automatically warning against the upraising of toe slabs, were taken to make the maximum grouting pressure of first section increase to 1.0 MPa and the factor of safety against seepage of shallow curtain bodies exceed 1.90, building a safe and reliable seepage control system for the soft foundation under concrete face rockfill dam's toe slabs.

通过采用均布固结、锚杆应力监测、分级升压、抬动自动报警等一系列措施，使趾板基础帷幕第1段最大灌浆压力达到1.0MPa，浅部幕体抗渗安全系数超过1.90，建构起安全、可靠的面板坝趾板软岩基础防渗体系。

Strong support in the CBD concept, along with rapid Beijing Chaoyang Lu Lu and has distributed more than 30 major categories of projects, if the projects that created or exacerbated by the eastern point of the eastern property competition Then the Hong Kong property tycoon Li Ka-shing under Hutchison Whampoa Dam collapsed in the 5 million square metres and Beijing Network Group in the regular competition Uproots 3 million square metres indicates "big era" has arrived,"elephant game" has begun, 2002 and future years, While real estate may show similar Network Group and Ka most weight "death" scene and Cosco, Huayuan Group and the continued strength of the Pearl River,"came."

在CBD概念的强力支撑下，沿京通快速路和朝阳路，已经分布大大小小的各类项目30余个，如果说这些项目造就了东部的亮点或说加剧了东部地产的竞争，那么香港地产大亨李嘉诚旗下的和记黄埔在东坝吃下的500万平方米和北京天鸿集团在常营乡端掉的300万平方米则预示着&大盘时代&已经来临，&大象的游戏&已经开始，2002年乃至今后几年，京城地产也许会展现类似天鸿集团与李嘉诚最具分量的&拼杀&场面以及中远、华远与珠江等实力集团的不断&搅局&。

A press release on Monday detailed three Chinese computer companies who had vouched to pre-install the software, and said it had already been installed in 52.7m units.

周一发布的一篇新闻稿详细介绍了承担绿坝预安装的三家中国电脑公司，还称该软件已经在5270万台计算机上安装。

What is your opinion of the environmentalists and non-governmental ny questions regarding the impact study.

三、你对那些反坝环保人士和非政府组织的看法如何？

Use the method in the stability analysis of arch dam abutment of XI LUO DU, the feasibility of this method was proved.

并结合溪洛度高拱坝坝肩进行了抗滑稳定分析，证明了此方法的可行性。

Firstly, the basic theory of three-dimensional automatic identification method and elastic-viscoplastic Block Element Method for rock masses, in which the deformations of block elements are not taken into account, are introduced, as well as their application to the stability analysis of Xiaowan high arch dam abutment and rock foundation.

首先，介绍了三维岩石块体系统的自动识别方法和不考虑块体单元本身变形的三维弹粘塑性块体单元法基本理论，及其在小湾高拱坝坝肩和坝基岩体稳定分析中的应用结果。

Secondly, the preliminary models of grouting and drainage curtains, and the boundary pre-adjustment method are presented to further perfect the network seepage flow analysis method of rock masses. Then they are applied to the network seepage flow analysis of the Xiaowan high arch dam abutment and rock foundation in various cases.

其次，提出了工程中防渗帷幕和排水孔幕的数值模拟方法，以及岩体网络渗流分析的边界预调整法，进一步完善了工程岩体的渗流分析方法，并将其应用于小湾高拱坝多种工况下的坝肩和坝基岩体网络渗流分析。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。