工程硕士专业学位的英文

• mse

• "工程"英文翻译    engineering; project; progra ...
• "硕士"英文翻译    Master
• "专业"英文翻译    specialized subject; special ...
• "学位"英文翻译    academic degree; degree
• "硕士专业学位" 英文翻译 :    gct; master of engineering; master of software engineering
• "翻译硕士专业学位" 英文翻译 :    mti
• "教育硕士专业学位" 英文翻译 :    mea; med
• "艺术硕士专业学位" 英文翻译 :    mfa
• "公共卫生硕士专业学位" 英文翻译 :    mph
• "军事学硕士专业学位设置方案" 英文翻译 :    the plan of setting uspecialities for master's degree of military science
• "硕士专业学位研究生入学资格考试" 英文翻译 :    gct
• "工程硕士" 英文翻译 :    master of engineering
• "专业学位" 英文翻译 :    doctor of pharmacy; master of engineering; professional degree
• "获翻译硕士专业" 英文翻译 :    mti
• "工程硕士, 技术科学硕士" 英文翻译 :    master of engineering
• "第一专业学位" 英文翻译 :    first professional degree
• "法律专业学位" 英文翻译 :    juris doctor
• "专业学位体系" 英文翻译 :    the system of professional degrees
• "职攻读教育硕士专业" 英文翻译 :    med
• "公共卫生专业学位" 英文翻译 :    mph
• "科学技术大学物流工程硕士" 英文翻译 :    mle
• "公共卫生专业硕士学位" 英文翻译 :    mph
• "法学院法学专业学士学位" 英文翻译 :    bachelor of laws in laws
• "化学系化学专业学士学位" 英文翻译 :    bachelor of science in chemistry
• "数学系数学专业学士学位" 英文翻译 :    bachelor of science in mathematics

• 3 . to enrich this model , the paper give out a moment function form of the optimal decomposition - coordination methodology . 4
  初步提出了灌区水资源优化调配分解? ?协调递阶模型的矩阵函西安理工大学工程硕士专业学位论文数形式，这使得模型的内容更加丰富化。
• Based on plenty of studying and developing , this paper fulfils the function of inputting and outputting , querying , forecasting and dispatching . the structure of this system is reasonable
  本论文在做了大量研究开发工作的基础上，实现了对王益区水务信西安理工大学工程硕士专业学位论文息的输入、输出、查询、预测、调度等主要功能。
• Based on the conclusion to the above , this article raises some new methods and fresh opinions for gtdw about the quality control and check which has been verified in practice . gtdw is a new practical tech for vertical anti - seepage
  本文在对西安理工大学工程硕士专业学位论文此总结的基础上，提出了适应于抓斗薄墙技术质量控制和检测的一些新方法和新观点，并在实践中得到验证。
• It also has important reference value for the similar construction . by the safety and seismic evaluation of this aqueduct bridge , it has shown that ( 1 ) besides the structure of this aqueduct bridge was basically unharmed without some flake of concrete cover and revealing stirrup , its intensity basically reached the need of primary design . ( 2 ) from the side of carrying capacity , rib arch could satisfy the needs under the action of wind and earthquake , but some individual frame crossbeams and most rib arch tie beams could n ' t satisfy the need
  通过对东滑峪渡槽进行安全性能和抗震性能评估后表明： ( 1 )渡槽除肋拱顶面有保护层剥落、箍筋外露，结构基本完好，其强度基本达到西安理工大学工程硕士专业学位论文原设计的强度要求； （ 2 ）从承载力方面看，在风荷载、地震作用下，肋拱基本满足要求，个别排架横梁不满足要求，肋拱连系梁普遍不满足要求；计入水平横槽向地震作用的工况为设计控制工况。
• Study achievement appears as following aspects : ( 1 ) yellow river estuary gate river flow and tide flow mixed area is not keep standing deposition status , on special income water and sediment conditions , boundary conditions and oceanic power conditions , this area may on the scour status ; ( 2 ) observed from estuary sediment deposition distributing process : delta and sea offing area sediment deposition vary trend is similar , each part sediment deposition scale varies as wave shape ; ( 3 ) on estuary gate , affect the sediment deposition factors , primary factors are tide prop , the gate widens gradually , estuary gate have branches , brine induced flocculation . this paper study the estuary gate widen , estuary gate have branches to affect the river channel deposition in quantity ; ( 4 ) based on field measured data , for the first time , deduce the estuary sediment deposition and distributing regress formula which can estimate estuary different areas sediment deposition volume ; ( 5 ) this subject demonstrate the estuary delta coastline dynamic balance conception , build the relationship between the estuary income sediment with deposition land area , draw the following important conclusion : when estuary years - averaged income sediment keeps at 345 million tons , the delta coastline may on the dynamic balance status . ( 6 ) this subject firstly brings up estuary sediment optimized control conception , and has the primary study on the macroscopically optimized control conception method
  研究认为： ( 1 )黄河河口口门迳流潮汐区域并非持续保持淤积状态，在特定的来水来沙、边界条件和海洋动力条件下，该区域可以处于冲刷状态； ( 2 )从河口泥沙沉积分配的过程来看：三角洲与滨海区泥沙的沉积变化趋势是基本一致的，各部位的泥沙沉积比例变化基本呈波动状态，且三角洲与滨海区泥沙的沉积比例与来沙量密切相关，基本成正比关系； ( 3 )在口门处，影响泥沙沉淤的因素主要集中在潮汐顶托、口门逐渐加宽、河口门分汊、盐水造成絮凝等，本报告主要对口门加宽，口门西妥理工大学工程硕士专业学位论文分汉对河道淤积的影响进行了定量分析: (一扣根据实测资料首次建立了河赎流路泥沙沉积分配的回归计算式，据此可以预估计算河口不同区域泥沙的沉淤量; 、 5 )本项研究首次论证了河口三角洲岸线动态平衡的概念，并建立了黄河河口来沙量与造陆面积的相关关系，得出了当河口多年平均来沙量维持在3 . 45亿t时其河口三角洲岸线则可能处于动态平衡状态的重要结论; ‘ 6 )本项研究首次提出了河口泥沙优化调控的概念，并对其宏观优化调控模式进行了初步探讨。
• As is seem from above , if the natural ground is filled directly in high - fill side slope at liho airport . the entire stability of the side slope filled is good . there are n ' t global stability problems alongside with the hight of the strong - moderate weatheing mud shaly , but there are n ' t unstable location partly , alongside with overburden slipping
  四川大学工程硕士专业学位论文通过以上分析得知，荔波机场高填方边坡若直接在天然地基上填方，填方边坡整体稳定性较好，场区不存在沿强一中风化泥页岩的深部整体失稳问题。
• The test obsvervation include air temperature , ground temperature , foundation moisture , freeze depth , freeze capicity , freeze residual capicity , groundwater table and shape transform of canal lining , etc . throught systemic observation , analysis of impact about each factor on fundation freeze capicity , evaluate effect on anti freeze of various canal lining , comparison on technology and ecnomic of different method , a kind of main canal lining format is been recommended to engineering practice with siutable to ningxia local feature , fufilling the need of main canal safey i application , economic and practical , that is using polystyrene plate laying under concrete slate and grit taking replace of filling layer and optimizing design
  试验观测内容包括气温、地温、基土含水量、冻深、冻胀量、冻胀剩余量、地下水位和砌体外观变化等项目。通过系统的观测，分析各因素对基土冻胀量的影响，评价各种衬砌型式的防冻西安理工大学工程硕士专业学位论文胀效果，并进行技术和经济综合分析比较，推荐出了适合我区特点、满足干渠安全运行、经济实用、防冻胀效果好的干渠防渗衬砌型式，即混凝土板下铺设聚苯乙烯板和砂砾石换填层结构型式，加以优化设计，用于工程实践。
• This paper evaluates the underground water resources and its safe levels of miming , and then studies the availability of molepipe drainage , a kind of practical underground water regulation technique . starting with the elevation of underground water resources and a safe level of mining through variable system theory , this paper analyzes the conditions of underground water resources based on the well - studied determination method of determining the two hydrographical coefficients : rainfall infiltration replenishment rate and irrigation replenishment rate . then considering irrigation , rainfall , drainage and other related factors , a mathematical model is set up for the calculation of underground water storage , exploitation on water regulation
  论文从灌区的地下水资源及其可开采量评价分析方面入手，在对两个主要的水文地质参数即降雨入渗补给系数、灌溉入渗补给系数确定方法研究的基础上，对灌区的地下水资源状况进行分析，依据灌区的灌溉、降雨、排水条件及各种现状因素，建立了地下水资源量计算的数学模型，西安理工大学工程硕士专业学位论文计算得到青铜峡灌区地下水的最大补给量和可开采量;另外对在开发利用地下水资源过程中的地下水位的调控进行了初步的探讨，在银北灌区开展对暗管排水调控地下水位的试验研究。
• The results of theoretical analyzing and practical running proved that the contamination on - line detecting system for substation developed in this paper can be applied to the large - scale variation of leakage current , the fuzzy reasoning alarming method can predict the pollution level of insulator more accurately . a new method is given to solve the problem of alarming reliability of contamination on - line detecting system
  理论分析和实际运行的结果表明本文的变电污秽在线监测系统能够适应泄西安理工大学工程硕士专业学位论文露屯流人范围的变化，及时并准确地预报绝缘于污秽程度，为解汰了变屯污秽分线监测系统的可靠报警问题提供了新途径。