查询词典 water-power engineering

Combined with practical engineering,the author introduces the design and construction elements of deepwater high-rise pile cap foundation,and illustrates it from the construction of steel temporary bridge,construction of above-water operating platform and bored cast-in-situ pile,and construction of steel suspension box ,in order to offer a reference for similar engineering.

结合工程概况，介绍了深水高桩承台基础的设计及施工要点，着重从钢便桥修建、水上作业平台及钻孔灌注桩施工、钢吊箱施工等方面进行了阐述，从而为同类工程提供了参考。

The selection of geological prospecting in different stages(initial-prospecting, detailed-prospecting)(2)the selection of geological prospecting in the deep-laid and shallow-laid of tunnel project (3)the selection of geological prospecting of tunnel projecting in different geological conditions Finally, the author summed up main problems needing to be solved in tunnel engineering geological prospecting as follow:(1)differentiate stratum and find out the depth and thickness of different stratums in the tunnel section (2)find out geological structure and existence situation of fault, broken zone and weak plane (3)find out weathering level of bed rock to classify surrounding rock combining speed materials (4)differentiate stratum structure of the entrance of tunnel to judge the stability of it (5)find out existence situation and performance of ground water (6)situations of other harmful geological phenomenon In view of above problems and classification of surrounding rock, the author showed principles of rational choosing of methods in geological prospecting and counted disperse range of physical character parameter value in different petrosal character, getting achievements as follow:(1)summarization of effect, merits and demerits of different geological prospecting methods in the tunnel geological investigation (2)method selection and arrangement principle of tunnel engineering geological prospecting in different geological conditions and prospecting stages (3)According to previous experience and cases, the author concluded the物性parameters most in use ,and showed the basis of selecting geological prospecting methods in different geological conditions.

论文中用几个应用实例来说明：(1)不同勘察阶段物探工作的选用；(2)深埋、浅埋隧道工程物探工作的选用；(3)不同地质条件隧道工程物探工作的选用。最后总结归纳出隧道工程物探所需要解决的问题主要有：(1)划分地层，查明隧道通过剖面的各地层深度与厚度。(2)查明地质构造，隧道轴线段有无断层、破碎带、软弱层面等。(3)查明基岩风化程度，从而结合速度资料进行围岩分级。(4)划分洞口地层结构，判断洞口稳定性。(5)查明地下水赋存情况及其活动动态。(6)其他不良地质现象存在情况。针对上述需要查明的地质问题与计算围岩分级情况，论文提出合理选用物探方法的原则，并统计了物性参数值在不同岩性中的分布范围。得出以下研究成果：(1)总结出各物探方法在隧道地质调查中的作用和优缺点。(2)得出不同地质条件下和不同勘察阶段，隧道工程物探方法选择和布置的原则。(3)根据以往工作经验和事例，对常用的物性参数进行了归纳总结，同时介绍了不同地质条件下物探方法选择的依据。

Design of underground cavity is frequently used in water conservancy and hydropower engineering as the development of national hydroelectricity engineering.

随着国家水电事业的发展，水利水电工程中经常会遇到地下洞室的设计问题。

This article is based on the engineering of Huluding bridge in Nanning provinces, and take the foundation of deep water as research object, introduced the whole process of the engineering ,from perambulation、design to construction.

本论文主要以南宁市葫芦鼎大桥工程项目为背景，以深水基础作为研究对象，从工程的勘查、设计到施工过程进行全面系统的介绍与分析，并根据本工程的具体情况借鉴国内外相关工程项目的实施经验，对设计参数、设备选型及施工工艺等方面作了全面的研究。

Thirdly, the thesis paid close attention to the isochrones of pore water pressure in the engineering cases of slope under the conditions different rates of change water level and raining by using numerical simulation on the basis of saturated-unsaturated theory. From the result, the change of groundwater and water level in front of slope is not synchronized .

结合工程实例，采用数值模拟，结合非稳定饱和-非饱和渗流理论，重点探讨坡前水位按不同速率变化及强降雨情况下，坡体内渗流场的时空分布特征，从计算结果得出，水位在上升或下降期，坡体内地下水位变化与坡前水位变化速率不同步，表明坡体内地下水位变化有明显的滞后特点。

Transfer models were developed with overall wetting condition and part overall wetting and some water droplets larding in air condition. The relative errors of efficiency prediction are small than 2 percent because Lewis factor is equal to 1.The method to determine the mean saturated line slope of moist air was presented, which can apply to hot water and air. The wall wetting rate has remarkable effect on cooling efficiency. But water droplets in air effects are small and can be ignored in engineering calculations.

本文分别建立了壁面完全润湿传递模型与同时考虑空气中夹杂液滴且壁面不完全润湿条件下的板式湿式空冷器传递模型，数值计算得到传递模型应用刘易斯关系式对冷却效率的预测相对误差小于2％；提出了既适用于热流体为热水、也适用于热流体为空气的湿空气过程平均斜率的确定方法。

Since the installation of fire safety is not a part of a building structure and the seismic building design code does not include fire water pipings, the design of them in Taiwan does usually not consider the seismic effect. This study first collected and summarized the relevant seismic design codes and fire control standards from U.S., Japan, China and Taiwan to understand the internationally adopted methods for seismic from designs of fire water pipings. This study also gathered engineering cases and photographs of the installation of the shock resistance hangers of fire water pipings in high technology factory buildings. Then, this study presented a proposal for seismic design principles. we hope this can attract attentions from government authorities and the fire safety business sector and to rise concerns of the seismic design of fire safety installation; and therefore set up a clear and practical criterion for the engineers and finally reduce the damage of post earthquake fires.

由於消防安全设备向来都是归属於非结构物，国内一般在进行结构设计时并未将消防管路纳入耐震设计的范畴内，本研究系针对建筑物内消防管路的耐震设计为议题，搜集并整理出美国、日本、大陆及国内等相关建筑和消防规范的执行现况，以了解目前国际上在消防管路方面所采取的耐震设计手法，本研究也同时汇整了目前国内重大科技厂房新建工程在消防撒水管路耐震吊架上，所采用的设计案例和实际装置后照片，祈能藉由此案例唤起国内相关主管单位和消防业界对建筑物内消防安全设备耐震力设计的关注，共同研议订定出明确、实用且可供大家遵循的消防安全设备耐震设计准则，以减低国内在地震后火灾所造成的危害。

Based on the test of practical measure of laser water-level gauge, the error is less than 0.6mm in the measure range less than 5 meters. Compared with other field water-level measure apparatuses in common use, the precision of laser water-level gauge has obvious improvement. And this gauge can also be applied to physical modeling experiment in river engineering.

4研制开发的激光水位仪经实测检验，在5米测距范围内，测量误差小于0.6mm，比常用的野外水位观测仪器的精度有明显的提高，该仪器亦可用于河工模型试验的水位测量。

This paper analyzes the selection of long-distance water-supply methods in hydraulic engineering, expounds the principles that should be followed in water-supply main trunk, and selects three kinds of water transmission scheme s.

分析了水利工程长距离输水方式选择，论述了输水干线应遵循的原则，比选了3种输水方案。

As Director of the Site Engineering Services Team and a Principal at EDAW, Mr. Hurst is experienced in ef.cient irrigation and pumping system design, Xeriscape principles, water supply planning for small and intermediate sized projects, irrigation water audits, and long range irrigation demand and infrastructure planning for land development projects, and stormwater management and Best Management Practices for water quality enhancement.

Hurst先生是&场所工程服务队&的主管以及EDAW的主要负责人之一，他在灌溉与汲取系统设计、水储存原则、中小项目给水规划，土地开发项目的灌溉水审核、长距离灌溉需求和基础设施规划，以及以提高水质量为目的的暴风雨水管理和&最佳管理实践&方面具有丰富经验。

For a big chunk of credit-card losses; the number of filings (and thus charge-off rates) would be rising again, whether

年美国个人破产法的一个改动使得破产登记急速下降，而后引起了信用卡大规模的亏损。

Eph. 4:23 And that you be renewed in the spirit of your mind

弗四23 而在你们心思的灵里得以更新