Efficiency of Horizontal and Vertical Well Patterns on the

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软件工程复习(英文)

软件工程复习(英文)

1.Which question no longer concerns the modern softwareengineer? (a)现如今的软件工程师不再考虑以下哪个问题?a. Why does computer hardware cost so much? 计算机硬件为什么如此昂贵b。

Why does software take a long time to finish?c。

Why does it cost so much to develop a piece of software?d. Why can’t software errors be removed from productsprior to delivery?2.Software deteriorates rather than wears out because(c)软件通常是变坏而不是磨损的原因是a。

Software suffers from exposure to hostile environmentsb。

Defects are more likely to arise after software has been used oftenc. Multiple change requests introduce errors in component interactions在组件交互中需求发生变化导致错误d. Software spare parts become harder to order3.Most software continues to be custom built because(d)大多数软件产品是定制的原因是a。

Component reuse is common in the software worldb. Reusable components are too expensive to usec. Software is easier to build without using someone else’s components.d. Off the shelf software components are not commonly available 现成的软件组件不常用4.The nature of software applications can be characterized by their information(d)软件应用的本质可以被特色化,通过他们信息的a. complexityb。

税务管理制度翻译成英语

税务管理制度翻译成英语

税务管理制度翻译成英语1. IntroductionTax management system is a comprehensive set of policies, procedures, and practices that govern the collection, assessment, and enforcement of taxes. It is a crucial component of a country's fiscal policy and plays a significant role in the government's revenue generation. Effective tax management system ensures that taxes are collected efficiently, fairly, and transparently, while also minimizing tax evasion and avoidance. This document provides an overview of the key components of a tax management system and outlines best practices for its implementation.2. Components of Tax Management System2.1 Tax LegislationThe foundation of a tax management system is the tax legislation, which defines the rules and regulations for the assessment and collection of taxes. It encompasses various tax laws, including income tax, sales tax, excise tax, property tax, and customs duty. The tax legislation should be clear, comprehensive, and updated regularly to reflect changes in the economic and business environment.2.2 Tax AdministrationTax administration is responsible for the implementation and enforcement of tax laws. It involves various activities such as taxpayer registration, tax returns processing, audit and investigation, dispute resolution, and collection of taxes. An efficient tax administration system is essential for the effective functioning of the tax management system.2.3 Tax PolicyTax policy refers to the government's overall approach to taxation, including tax rates, exemptions, incentives, and reliefs. It is aimed at promoting economic growth, social welfare, and fiscal sustainability. A well-designed tax policy aligns with the government's broader economic objectives and is critical for achieving a fair and efficient tax system.2.4 Taxpayer EducationTaxpayer education is vital for promoting compliance and reducing tax evasion. It involves raising awareness about tax laws, rights, obligations, and benefits. Tax authorities should provide information and support to taxpayers to help them understand and fulfill their tax responsibilities.2.5 Tax TechnologyTechnology plays a significant role in modern tax administration. Tax authorities use various tools and systems, such as electronic filing, data analytics, and risk assessment, to improve efficiency, accuracy, and transparency in tax collection and enforcement.3. Best Practices for Tax Management System3.1 TransparencyA transparent tax management system promotes accountability and trust between the government and taxpayers. Transparency involves clear communication of tax laws, regulations, and procedures, as well as openness in tax assessments, audits, and appeals.3.2 FairnessFairness is a fundamental principle of taxation. A fair tax system treats all taxpayers equally, without discrimination or favoritism. It should also consider the ability to pay and the principle of horizontal and vertical equity.3.3 EfficiencyEfficiency is essential for the effective collection and enforcement of taxes. An efficient tax management system minimizes administrative costs, reduces compliance burden on taxpayers, and maximizes revenue collection.3.4 CompliancePromoting tax compliance is a key objective of tax management. Tax authorities should adopt measures to encourage voluntary compliance, deter non-compliance, and detect and address tax evasion and avoidance.3.5 CollaborationCollaboration between tax authorities, other government agencies, and international counterparts is essential for effective tax management. It involves sharing information, coordinating enforcement actions, and addressing cross-border tax issues.4. ConclusionA well-designed tax management system is critical for the effective functioning of a country's tax system. It requires a comprehensive framework of legislation, administration, policy, education, and technology. By implementing best practices, tax authorities can ensure the efficient, fair, and transparent collection and enforcement of taxes, thereby contributing to the government's fiscal sustainability and economic development.。

超高层建筑单元式幕墙安装技术及受力分析

超高层建筑单元式幕墙安装技术及受力分析

超高层建筑单元式幕墙安装技术及受力分析李永生(扬州工业职业技术学院,江苏扬州㊀225127)摘㊀要:某超高层建筑高度239m,幕墙主要形式为单元式幕墙,由玻璃㊁外伸竖向装饰条和凸出墙面的铝板构成,采用横滑型单元幕墙结构,单元板块高为一个楼层高度㊂单元板块采用索道式电控提升机吊装,有效地提高了输送效率;经有限元软件分析:卷扬机支座水平㊁自重及水平侧向的支点反力均大于0,吊装系统支座无倾覆风险;吊装系统支架抗倾覆系数满足抗倾覆要求㊂主钢丝绳安全系数满足强度要求;辅助钢丝绳轴向力满足受力要求㊂关键词:单元式幕墙;索道式电控提升机;吊装系统;抗倾覆;辅助钢丝绳DOI:10 13206/j.gjg201610021INSTALLATIONTECHNOLOGYANDSTRESSANALYSISOFUNITCURTAINWALLFORSUPERHIGH⁃RISEBUILDINGLiYongsheng(YangzhouPolytechnicInstitute,Yangzhou225127,China)ABSTRACT:Theheightofasuperhigh⁃risebuildingis239m,themainformofcurtainwallisunitcurtainwall,constitutingbyglass,overhangingandverticaltrimstripandaluminiumsheetthatprojectfromthewall.Ittakessideslipunitcurtainwallstructureandtheheightofunitplateisequaltothestoreyheight.Theunitplateshoistbycablewaytypeandelectroniccontrolelevator,improvingtransportefficiency;thefulcrumreactionforceofhorizontal,verticalandsidedirectionisgreaterthanzeroforwinch,thusthebearingofhoistingsystemiswithoutoverturningrisk;thefactorofanti⁃overturningofhoistingsystem,meetingtheanti⁃overturningrequirement.Thesafetyfactorofmainsteelwirerope,meetingthestrengthrequirement;theaxialforceofassistantsteelwirerope,meetingthestressrequirement.KEYWORDS:unitcurtainwall;cablewaytypeandelectroniccontrolelevator;hoistingsystem;anti⁃overturning;assistantsteelwirerope作㊀者:李永生,男,1972年出生,硕士研究生,副教授㊂Email:783516728@qq.com收稿日期:2016-07-281㊀概㊀况某超高层建筑为改建工程,占地面积约为15709m2,总建筑面积约为229168m2,建筑共57层,高度235m㊂幕墙主要形式除首层为框架式幕墙及雨篷外,塔楼均为单元式幕墙,塔楼立面由玻璃㊁外伸竖向装饰条和凸出墙面的铝板构成;在空调机室外平台上安装有铝合金百叶,机电层同样安装铝合金百叶;塔冠部位由竖向装饰格栅构成,格栅后安装背板,用于反射照明灯光㊂1 1㊀分格形式单元幕墙系统竖向整个层间为一个单元板块,单元板块主要有4种形式,一种为纯玻璃单元板块,两种为玻璃和铝板复合在一起的单元板块,为本系统主要单元板块形式;此外还有空调机位外侧的单玻璃和铝合金百叶复合的单元板块及转角部位的纯铝板单元板块㊂单元板块竖向接缝处外侧设竖向梭形装饰带,其中玻璃与玻璃连接部位竖向装饰带凸出玻璃面75mm,铝板与玻璃连接部位竖向装饰带凸出玻璃面275mm㊂1 2㊀结构类型采用横滑型单元幕墙结构,单元板块高为一个楼层高度,单元板块先由铝合金横竖边框通过机制螺钉连接组成单元板块的骨架,玻璃板块横竖向通过结构胶与主框架连接,同时为加强安全性,在玻璃板块的横竖向采用护边设计㊂安装时板块由挂件挂在土建结构梁上,水平方向相邻两单元组件的左㊁右竖框通过对插形成竖向组合杆,上单元下框与下单元的上框对插组合成横向组合杆(图1)㊂竖向装饰带通过螺钉及连接体系固定在竖向铝合金边框上(图2)㊂2㊀单元式幕墙安装单元式幕墙安装包括单元板块吊装和单元板块安装,其中单元板块吊装是工程控制的重点和难点㊂图1㊀横向组合杆构造图2㊀竖向组合杆构造2 1㊀单元板块的吊装单元板块的吊装使用的吊运设备为索道式电控提升机,其由地面固定电控卷扬机牵引的一根主钢丝绳,该钢丝绳顶端与主体结构连接,另加两根辅助钢丝绳,如图3所示㊂通过地面固定的两个定滑轮,主钢丝绳与主体结构形成斜面轨道,顶层的主卷扬机固定在预制的炮车上,牵引的钢丝绳下端通过吊具与索道环接,主卷扬机在运行中可将载物沿着轨道吊运到指定高度㊂图3㊀钢丝绳吊装单元板块吊装采取每5层一批次安装,由下向上安装,单元板块吊运至指定高度后,楼层内操作人员通过对讲机与主卷扬机和辅助卷扬机操作人员传达停运信息,辅助卷扬机松开钢丝绳并将单元板块用液压小车送至楼层内,按编号摆放整齐并做好防护㊂2 2㊀单元板块安装单元板块安装时,先将所需安装单元液压小车运至吊装位置,再将所装单元与吊装工具捆系好后,操作人员控制吊装卷扬机并将单元板块抽出楼层,吊至安装位置,如图4所示㊂吊装过程中,楼层内施工人员扶好单元板块缓慢下滑,以免与主体结构碰撞造成单元板块划损,待单元板块插接在指定位置后,挂在单元层间转接件上,再由施工人员将其固定并完成安装㊂图4㊀单元板块吊装就位3㊀卷扬机受力分析卷扬机采用20kN标准卷扬机,由100mmˑ100mmˑ5mm的方钢管制作成一个卷扬机基座支座,如图5所示,将卷扬机固定在基座上;采用6个直径12mm螺栓将卷扬机与支架固定牢固或直接将卷扬机底座焊接在支架上,10kN的配重穿在后部钢筋上,并压在支架后座上㊂图5㊀卷扬机支座示意3 1㊀支座支点受力分析如图6所示,卷扬机共有4个支点,其中A㊁B排支座施加给地面集中力(以压力为正方向)含义为:若计算得到A㊁B点反力为正值,则说明卷扬机支座施加给地面的为压力,无倾覆风险㊂反之,若计算所得A㊁B点反力为负值,说明该点已离地,已倾覆㊂四个支点的应力为323,342,370,389MPa㊂由支点应力分析可知:水平方向㊁自重方向及水平侧向的支点反力均大于0,所有支点均为施加给地面的压力,因此吊装系统支座无倾覆风险㊂图6㊀支点受力示意3 2㊀吊装系统支架受力分析采用通用有限元软件ANASYS对支架整体建模计算,钢管自重由自动考虑,计算模型如图7所示㊂图7㊀吊装系统计算模型图8㊀支架应力云图㊀MPa由图8吊装系统支架应力云图可知:应力最大值为196 84MPa<215MPa,满足强度要求㊂正常工况下配重矩Mpzz为24 026kN㊃m,前倾力矩Mqq为10 412kN㊃m,故抗倾覆系数:Mpzz/Mqq=2 308>2,满足抗倾覆要求㊂4㊀钢丝绳受力分析单元板块吊装时,由一根主钢丝绳吊装和两根钢丝绳作为轨道辅助吊装㊂4 1㊀主钢丝绳受力分析吊车上卷扬机所用钢丝绳型号为6ˑ7类型,直径为14mm㊂钢丝绳参考质量Pgss为7590kg/m;单根钢丝绳最小破断拉力Fpd=110kN;钢丝绳安全系数n=Fpd/Fdy=9 652>6,满足要求㊂4 2㊀辅助钢丝绳受力分析辅助钢丝绳在单元板块吊装过程中承受单元风荷载传递的集中力㊁单元板块自重传递的集中力㊁初始预拉力,吊装示意如图9所示㊂选用5m高,(1400+700)mm分格的最大单元板块进行计算,钢丝绳型号为6ˑ7类型,直径为12mm,单根钢丝绳最小破断拉力为81 2kN㊂由图10钢丝绳轴线应力云图可知,钢丝绳轴向力Ngss=44 624kN<81 2kN,辅助钢丝绳受力满足要求㊂图9㊀辅助钢丝绳吊装示意图10㊀钢丝绳轴线应力云图㊀MPa5㊀楼面结构承载力及钢管吊梁验算5 1㊀楼面结构承载力验算楼面混凝土轴心抗压强度设计值为fc30=14 3MPa;前支点处最大压应力σqzd=6 879MPa<fc30=14 3MPa,满足要求㊂后支点处最大压应力(未起吊时最大):σhzd=Gpz/(50ˑ30)=6 538MPa<fc30=14 3MPa,满足要求㊂5 2㊀钢管横梁验算吊装过程中,横梁处于受力平衡状态,将横梁简化为承受跨中集中荷载的简支梁,横梁受力模型如图11所示,横梁截面如图12所示㊂弯曲应力为σh1=Fdy㊃Lh1/(4ˑ54 2204)=78 824MPa<215MPa,满足要求;剪切应力为τh1=Fdy/1835 62=6 209MPa<125MPa,满足要求;折算应力σ2h1+τ2h1=79 555MPa<215MPa,满足要求㊂图11㊀横梁受力模型图12㊀横梁截面6㊀结束语1)单元板块幕墙分吊装和安装两步骤进行,吊装采用索道式电控提升机吊装,有效地提高了输送效率;单元板块安装时,将其挂在单元层间转接件㊀㊀㊀上,再由施工人员插接固定,工序简单易操作㊂2)卷扬机支座水平㊁自重及水平侧向的支点反力均大于0,均为施加给地面的压力,吊装系统支座无倾覆风险;吊装系统支架抗倾覆系数2 308>2,满足抗倾覆要求㊂3)主钢丝绳安全系数9 652>6,满足强度要求㊂辅助钢丝绳轴向力44 624kN,小于最小破断拉力81 2kN,受力满足要求㊂4)支座在楼面前支点和后支点处的最大压应力均小于楼板混凝土轴心抗压强度设计值,满足荷载要求;钢管横梁的弯曲应力㊁剪切应力及折算应力均小于对应的强度设计值,满足强度要求㊂参考文献[1]㊀王亚明,梁荣,张雪峰.单元式建筑幕墙关键设计处理与施工技术[J].建筑技术,2014,45(10):890-893.[2]㊀肖专文.单元式立肋玻璃幕墙的安装及质量控制[J].建筑技术,2008,39(6):447-451.[3]㊀刘华,劲峰.单元式幕墙的设计及安装技术[J].建筑技术,2000,31(11):764-765.[4]㊀鞠东,詹泮湘.单元式隐框幕墙的技术性能与制作安装方法[J].建筑技术,1999,30(9):607-609.[5]㊀唐际宇,黄业信,王维,等.超高层建筑钢结构施工关键技术研究[J].施工技术,2015,44(9):1-3.[6]㊀王义鸣,谢敏,王屹.SKYWAY酒店幕墙施工技术[J].施工技术,2013,42(3):98-101.[7]㊀吴书义,王胜,董成.青岛高新区创业中心工程单元式幕墙设计与施工[J].施工技术,2012,366(41):105-109.[8]㊀韦林,付华东,孙力.风作用下单元式幕墙的振动控制分析[J].力学季刊,2003,24(2):257-261.[9]㊀郑辉.单元式幕墙施工关键技术研究[J].福建建材,2015,167(3):71-73.[10]马健衡.超高层建筑幕墙安装技术[J].中国建筑金属结构,2013,5(4):60-60.[11]连世洪.高层建筑单元式幕墙现场安装的管理与控制[J].四川建材,2013,174(39):199-202.。

产业经济 双语

产业经济 双语

☆1.The central questions addressed by industrial organization are:♀(1)Is there market power?(2)how do firms acquire market power ?(3)what are the implications of market power?(4)Is there a role of public policy regarding market power?中央工业组织解决的问题有:♀(1)有市场力量?(2)公司获得市场力量如何?(3)的含义是什么?(4)市场力量有作用的公共政策对于市场力量?☆Methodology(S-C-P paradigm): ♀(1).Structure:characteristics of the market. number of firms,distribution of market share,degree of product differentiation,entry conditions,(2)Conduct:choices of firms.price,quantity,investments,service,quality(3)Performance:how firms do.price,consumer surplus,product variety,technological progress.方法(SCP范式):♀(1)结构:市场的特点。

一些企业,市场份额分布,产品差异化程度,准入条件,(2):公司进行选择。

价格,数量,投资,服务,质量(3)表现为:企业如何做。

价格,消费者剩余,产品品种多,技术进步。

☆Do firms ( management)maximize profits?♀Although management and ownership are normally separated,there are reasons to believe that deviations from profit maximization cannot be too large. These reasons include:(1)Management incentive contracts;(2)Labor market discipline;(3)Product market discipline;(40Capital market discipline.公司(管理)利润最大化?♀虽然管理和所有权分开,有理由相信,从利润最大化不能偏差太大。

岩土工程专业英语词汇

岩土工程专业英语词汇

岩土工程专业英语词汇一. 综合类1.geotechnical engineering岩土工程2.foundation engineering基础工程3.soil, earth土4.soil mechanics土力学cyclic loading周期荷载unloading卸载reloading再加载viscoelastic foundation粘弹性地基viscous damping粘滞阻尼shear modulus剪切模量5.soil dynamics土动力学6.stress path应力路径7.numerical geotechanics 数值岩土力学二. 土的分类1.residual soil残积土groundwater level地下水位2.groundwater 地下水groundwater table地下水位3.clay minerals粘土矿物4.secondary minerals次生矿物ndslides滑坡6.bore hole columnar section钻孔柱状图7.engineering geologic investigation工程地质勘察8.boulder漂石9.cobble卵石10.gravel砂石11.gravelly sand砾砂12.coarse sand粗砂13.medium sand中砂14.fine sand细砂15.silty sand粉土16.clayey soil粘性土17.clay粘土18.silty clay粉质粘土19.silt粉土20.sandy silt砂质粉土21.clayey silt粘质粉土22.saturated soil饱和土23.unsaturated soil非饱和土24.fill (soil)填土25.overconsolidated soil超固结土26.normally consolidated soil正常固结土27.underconsolidated soil欠固结土28.zonal soil区域性土29.soft clay软粘土30.expansive (swelling) soil膨胀土31.peat泥炭32.loess黄土33.frozen soil冻土三. 土的基本物理力学性质 compression index2.cu undrained shear strength3.cu/p0 ratio of undrained strength cu to effective overburden stress p0(cu/p0)NC ,(cu/p0)oc subscripts NC and OC designated normally consolidated and overconsolidated, respectively4.cvane cohesive strength from vane test5.e0 natural void ratio6.Ip plasticity index7.K0 coe fficient of “at-rest ”pressure ,for total stressesσ1 andσ28.K0’ domain for effective stressesσ1 ‘ andσ2’9.K0n K0 for normally consolidated state10.K0u K0 coefficient under rapid continuous loading ,simulating instantaneous loading or an undrained condition11.K0d K0 coefficient under cyclic loading(frequency less than 1Hz),as a pseudo- dynamic test for K0 coefficient12.kh ,kv permeability in horizontal and vertical directions, respectively13.N blow count, standard penetration test14.OCR over-consolidation ratio15.pc preconsolidation pressure ,from oedemeter test16.p0 effective overburden pressure17.p s specific cone penetration resistance, from static cone test18.qu unconfined compressive strength19.U, Um degree of consolidation ,subscript m denotes mean value of a specimen20.u ,ub ,um pore (water) pressure, subscripts b and m denote bottom of specimen and mean value, respectively21.w0 wL wp natural water content, liquid and plastic limits, respectively22.σ1,σ2 principal stresses, σ1 ‘ andσ2’ denote effective principal stresses23.Atterberg limits阿太堡界限24.degree of saturation饱和度25.dry unit weight干重度26.moist unit weight湿重度27.saturated unit weight饱和重度28.effective unit weight有效重度29.density密度pactness密实度31.maximum dry density最大干密度32.optimum water content最优含水量33.three phase diagram三相图34.tri-phase soil三相土35.soil fraction粒组36.sieve analysis筛分37.hydrometer analysis比重计分析38.uniformity coefficient不均匀系数39.coefficient of gradation级配系数40.fine-grained soil(silty and clayey)细粒土41.coarse- grained soil(gravelly and sandy)粗粒土42.Unified soil classification system土的统一分类系统43.ASCE=American Society of Civil Engineer美国土木工程师学会44.AASHTO= American Association State Highway Officials美国州公路官员协会45.ISSMGE=International Society for Soil Mechanics and Geotechnical Engineering 国际土力学与岩土工程学会四. 渗透性和渗流1.Darcy’s law 达西定律2.piping管涌3.flowing soil流土4.sand boiling砂沸5.flow net流网6.seepage渗透(流)7.leakage渗流8.seepage pressure渗透压力9.permeability渗透性10.seepage force渗透力11.hydraulic gradient水力梯度12.coefficient of permeability渗透系数五. 地基应力和变形1.soft soil软土2.(negative) skin friction of driven pile打入桩(负)摩阻力3.effective stress有效应力4.total stress总应力5.field vane shear strength十字板抗剪强度6.low activity低活性7.sensitivity灵敏度8.triaxial test三轴试验9.foundation design基础设计10.recompaction再压缩11.bearing capacity承载力12.soil mass土体13.contact stress (pressure)接触应力(压力)14.concentrated load集中荷载15.a semi-infinite elastic solid半无限弹性体16.homogeneous均质17.isotropic各向同性18.strip footing条基19.square spread footing方形独立基础20.underlying soil (stratum ,strata)下卧层(土)21.dead load =sustained load恒载持续荷载22.live load活载23.short –term transient load短期瞬时荷载24.long-term transient load长期荷载25.reduced load折算荷载26.settlement沉降27.deformation变形28.casing套管29.dike=dyke堤(防)30.clay fraction粘粒粒组31.physical properties物理性质32.subgrade路基33.well-graded soil级配良好土34.poorly-graded soil级配不良土35.normal stresses正应力36.shear stresses剪应力37.principal plane主平面38.major (intermediate, minor) principal stress最大(中、最小)主应力39.Mohr-Coulomb failure condition摩尔-库仑破坏条件40.FEM=finite element method有限元法41.limit equilibrium method极限平衡法42.pore water pressure孔隙水压力43.preconsolidation pressure先期固结压力44.modulus of compressibility压缩模量45.coefficent of compressibility压缩系数pression index压缩指数47.swelling index回弹指数48.geostatic stress自重应力49.additional stress附加应力50.total stress总应力51.final settlement最终沉降52.slip line滑动线六. 基坑开挖与降水1 excavation开挖(挖方)2 dewatering(基坑)降水3 failure of foundation基坑失稳4 bracing of foundation pit基坑围护5 bottom heave=basal heave (基坑)底隆起6 retaining wall挡土墙7 pore-pressure distribution孔压分布8 dewatering method降低地下水位法9 well point system井点系统(轻型)10 deep well point深井点11 vacuum well point真空井点12 braced cuts支撑围护13 braced excavation支撑开挖14 braced sheeting支撑挡板七. 深基础--deep foundation1.pile foundation桩基础1)cast –in-place灌注桩diving casting cast-in-place pile沉管灌注桩bored pile钻孔桩special-shaped cast-in-place pile机控异型灌注桩piles set into rock嵌岩灌注桩rammed bulb pile夯扩桩2)belled pier foundation钻孔墩基础drilled-pier foundation钻孔扩底墩under-reamed bored pier3)precast concrete pile预制混凝土桩4)steel pile钢桩steel pipe pile钢管桩steel sheet pile钢板桩5)prestressed concrete pile预应力混凝土桩prestressed concrete pipe pile预应力混凝土管桩2.caisson foundation沉井(箱)3.diaphragm wall地下连续墙截水墙4.friction pile摩擦桩5.end-bearing pile端承桩6.shaft竖井;桩身7.wave equation analysis波动方程分析8.pile caps承台(桩帽)9.bearing capacity of single pile单桩承载力teral pile load test单桩横向载荷试验11.ultimate lateral resistance of single pile单桩横向极限承载力12.static load test of pile单桩竖向静荷载试验13.vertical allowable load capacity单桩竖向容许承载力14.low pile cap低桩承台15.high-rise pile cap高桩承台16.vertical ultimate uplift resistance of single pile单桩抗拔极限承载力17.silent piling静力压桩18.uplift pile抗拔桩19.anti-slide pile抗滑桩20.pile groups群桩21.efficiency factor of pile groups群桩效率系数(η)22.efficiency of pile groups群桩效应23.dynamic pile testing桩基动测技术24.final set最后贯入度25.dynamic load test of pile桩动荷载试验26.pile integrity test桩的完整性试验27.pile head=butt桩头28.pile tip=pile point=pile toe桩端(头)29.pile spacing桩距30.pile plan桩位布置图31.arrangement of piles =pile layout桩的布置32.group action群桩作用33.end bearing=tip resistance桩端阻34.skin(side) friction=shaft resistance桩侧阻35.pile cushion桩垫36.pile driving(by vibration) (振动)打桩37.pile pulling test拔桩试验38.pile shoe桩靴39.pile noise打桩噪音40.pile rig打桩机八. 地基处理--ground treatment1.technical code for ground treatment of building建筑地基处理技术规范2.cushion垫层法3.preloading预压法4.dynamic compaction强夯法5.dynamic compaction replacement强夯置换法6.vibroflotation method振冲法7.sand-gravel pile砂石桩8.gravel pile(stone column)碎石桩9.cement-flyash-gravel pile(CFG)水泥粉煤灰碎石桩10.cement mixing method水泥土搅拌桩11.cement column水泥桩12.lime pile (lime column)石灰桩13.jet grouting高压喷射注浆法14.rammed-cement-soil pile夯实水泥土桩法15.lime-soil compaction pile 灰土挤密桩lime-soil compacted column灰土挤密桩lime soil pile灰土挤密桩16.chemical stabilization化学加固法17.surface compaction表层压实法18.surcharge preloading超载预压法19.vacuum preloading真空预压法20.sand wick袋装砂井21.geofabric ,geotextile土工织物posite foundation复合地基23.reinforcement method加筋法24.dewatering method降低地下水固结法25.freezing and heating冷热处理法26.expansive ground treatment膨胀土地基处理27.ground treatment in mountain area山区地基处理28.collapsible loess treatment湿陷性黄土地基处理29.artificial foundation人工地基30.natural foundation天然地基31.pillow褥垫32.soft clay ground软土地基33.sand drain砂井34.root pile树根桩35.plastic drain塑料排水带36.replacement ratio(复合地基)置换率九. 固结consolidation1.Terzzaghi’s consolidation theory太沙基固结理论2.Barraon’s consolidation theory巴隆固结理论3.Biot’s consolidation theory比奥固结理论4.over consolidation ration (OCR)超固结比5.overconsolidation soil超固结土6.excess pore water pressure超孔压力7.multi-dimensional consolidation多维固结8.one-dimensional consolidation一维固结9.primary consolidation主固结10.secondary consolidation次固结11.degree of consolidation固结度12.consolidation test固结试验13.consolidation curve固结曲线14.time factor Tv时间因子15.coefficient of consolidation固结系数16.preconsolidation pressure前期固结压力17.principle of effective stress有效应力原理18.consolidation under K0 condition K0固结十. 抗剪强度shear strength1.undrained shear strength不排水抗剪强度2.residual strength残余强度3.long-term strength长期强度4.peak strength峰值强度5.shear strain rate剪切应变速率6.dilatation剪胀7.effective stress approach of shear strength 剪胀抗剪强度有效应力法8.total stress approach of shear strength抗剪强度总应力法9.Mohr-Coulomb theory莫尔-库仑理论10.angle of internal friction内摩擦角11.cohesion粘聚力12.failure criterion破坏准则13.vane strength十字板抗剪强度14.unconfined compression无侧限抗压强度15.effective stress failure envelop有效应力破坏包线16.effective stress strength parameter有效应力强度参数十一. 本构模型--constitutive model1.elastic model弹性模型2.nonlinear elastic model非线性弹性模型3.elastoplastic model弹塑性模型4.viscoelastic model粘弹性模型5.boundary surface model边界面模型6.Duncan-Chang model邓肯-张模型7.rigid plastic model刚塑性模型8.cap model盖帽模型9.work softening加工软化10.work hardening加工硬化11.Cambridge model剑桥模型12.ideal elastoplastic model理想弹塑性模型13.Mohr-Coulomb yield criterion莫尔-库仑屈服准则14.yield surface屈服面15.elastic half-space foundation model弹性半空间地基模型16.elastic modulus弹性模量17.Winkler foundation model文克尔地基模型十二. 地基承载力--bearing capacity of foundation soil1.punching shear failure冲剪破坏2.general shear failure整体剪切破化3.local shear failure局部剪切破坏4.state of limit equilibrium极限平衡状态5.critical edge pressure临塑荷载6.stability of foundation soil地基稳定性7.ultimate bearing capacity of foundation soil地基极限承载力8.allowable bearing capacity of foundation soil地基容许承载力十三. 土压力--earth pressure1.active earth pressure主动土压力2.passive earth pressure被动土压力3.earth pressure at rest静止土压力4.Coulomb’s earth pressure theory库仑土压力理论5.Rankine’s earth pressure theory朗金土压力理论十四. 土坡稳定分析--slope stability analysis1.angle of repose休止角2.Bishop method毕肖普法3.safety factor of slope边坡稳定安全系数4.Fellenius method of slices费纽伦斯条分法5.Swedish circle method瑞典圆弧滑动法6.slices method条分法十五. 挡土墙--retaining wall1.stability of retaining wall挡土墙稳定性2.foundation wall基础墙3.counter retaining wall扶壁式挡土墙4.cantilever retaining wall悬臂式挡土墙5.cantilever sheet pile wall悬臂式板桩墙6.gravity retaining wall重力式挡土墙7.anchored plate retaining wall锚定板挡土墙8.anchored sheet pile wall锚定板板桩墙十六. 板桩结构物--sheet pile structure1.steel sheet pile钢板桩2.reinforced concrete sheet pile钢筋混凝土板桩3.steel piles钢桩4.wooden sheet pile木板桩5.timber piles木桩十七. 浅基础--shallow foundation1.box foundation箱型基础2.mat(raft) foundation片筏基础3.strip foundation条形基础4.spread footing扩展基础pensated foundation补偿性基础6.bearing stratum持力层7.rigid foundation刚性基础8.flexible foundation柔性基础9.embedded depth of foundation基础埋置深度 foundation pressure基底附加应力11.structure-foundation-soil interaction analysis上部结构-基础-地基共同作用分析十八. 土的动力性质--dynamic properties of soils1.dynamic strength of soils动强度2.wave velocity method波速法3.material damping材料阻尼4.geometric damping几何阻尼5.damping ratio阻尼比6.initial liquefaction初始液化7.natural period of soil site地基固有周期8.dynamic shear modulus of soils动剪切模量9.dynamic magnification factor动力放大因素10.liquefaction strength抗液化强度11.dimensionless frequency无量纲频率12.evaluation of liquefaction液化势评价13.stress wave in soils土中应力波14.dynamic settlement振陷(动沉降)十九. 动力机器基础1.equivalent lumped parameter method等效集总参数法2.dynamic subgrade reaction method动基床反力法3.vibration isolation隔振4.foundation vibration基础振动5.elastic half-space theory of foundation vibration基础振动弹性半空间理论6.allowable amplitude of foundation基础振动容许振幅7.natural frequency of foundation基础自振频率二十. 地基基础抗震1.earthquake engineering地震工程2.soil dynamics土动力学3.duration of earthquake地震持续时间4.earthquake response spectrum地震反应谱5.earthquake intensity地震烈度6.earthquake magnitude震级7.seismic predominant period地震卓越周期8.maximum acceleration of earthquake地震最大加速度二十一. 室内土工实验1.high pressure consolidation test高压固结试验2.consolidation under K0 condition K0固结试验3.falling head permeability变水头试验4.constant head permeability常水头渗透试验5.unconsolidated-undrained triaxial test不固结不排水试验(UU)6.consolidated undrained triaxial test固结不排水试验(CU)7.consolidated drained triaxial test固结排水试验(CD)paction test击实试验9.consolidated quick direct shear test固结快剪试验10.quick direct shear test快剪试验11.consolidated drained direct shear test慢剪试验12.sieve analysis筛分析13.geotechnical model test土工模型试验14.centrifugal model test离心模型试验15.direct shear apparatus直剪仪16.direct shear test直剪试验17.direct simple shear test直接单剪试验18.dynamic triaxial test三轴试验19.dynamic simple shear动单剪20.free(resonance)vibration column test自(共)振柱试验二十二. 原位测试1.standard penetration test (SPT)标准贯入试验2.surface wave test (SWT)表面波试验3.dynamic penetration test(DPT)动力触探试验4.static cone penetration (SPT) 静力触探试验5.plate loading test静力荷载试验teral load test of pile 单桩横向载荷试验7.static load test of pile 单桩竖向荷载试验8.cross-hole test 跨孔试验9.screw plate test螺旋板载荷试验10.pressuremeter test旁压试验11.light sounding轻便触探试验12.deep settlement measurement深层沉降观测13.vane shear test十字板剪切试验14.field permeability test现场渗透试验15.in-situ pore water pressure measurement 原位孔隙水压量测16.in-situ soil test原位试验新增土力学及基础工程词汇(英汉对照浙大简版)1. 综合类大地工程geotechnical engineering1. 综合类反分析法back analysis method1. 综合类基础工程foundation engineering1. 综合类临界状态土力学critical state soil mechanics 1. 综合类数值岩土力学numerical geomechanics1. 综合类土soil, earth1. 综合类土动力学soil dynamics1. 综合类土力学soil mechanics1. 综合类岩土工程geotechnical engineering1. 综合类应力路径stress path1. 综合类应力路径法stress path method2. 工程地质及勘察变质岩metamorphic rock2. 工程地质及勘察标准冻深standard frost penetration 2. 工程地质及勘察冰川沉积glacial deposit2. 工程地质及勘察冰积层(台)glacial deposit2. 工程地质及勘察残积土eluvial soil, residual soil2. 工程地质及勘察层理beding2. 工程地质及勘察长石feldspar2. 工程地质及勘察沉积岩sedimentary rock2. 工程地质及勘察承压水confined water2. 工程地质及勘察次生矿物secondary mineral2. 工程地质及勘察地质年代geological age2. 工程地质及勘察地质图geological map2. 工程地质及勘察地下水groundwater2. 工程地质及勘察断层fault2. 工程地质及勘察断裂构造fracture structure2. 工程地质及勘察工程地质勘察engineering geological exploration 2. 工程地质及勘察海积层(台)marine deposit2. 工程地质及勘察海相沉积marine deposit2. 工程地质及勘察花岗岩granite2. 工程地质及勘察滑坡landslide2. 工程地质及勘察化石fossil2. 工程地质及勘察化学沉积岩chemical sedimentary rock2. 工程地质及勘察阶地terrace2. 工程地质及勘察节理joint2. 工程地质及勘察解理cleavage2. 工程地质及勘察喀斯特karst2. 工程地质及勘察矿物硬度hardness of minerals2. 工程地质及勘察砾岩conglomerate2. 工程地质及勘察流滑flow slide2. 工程地质及勘察陆相沉积continental sedimentation2. 工程地质及勘察泥石流mud flow, debris flow2. 工程地质及勘察年粘土矿物clay minerals2. 工程地质及勘察凝灰岩tuff2. 工程地质及勘察牛轭湖ox-bow lake2. 工程地质及勘察浅成岩hypabyssal rock2. 工程地质及勘察潜水ground water2. 工程地质及勘察侵入岩intrusive rock2. 工程地质及勘察取土器geotome2. 工程地质及勘察砂岩sandstone2. 工程地质及勘察砂嘴spit, sand spit2. 工程地质及勘察山岩压力rock pressure2. 工程地质及勘察深成岩plutionic rock2. 工程地质及勘察石灰岩limestone2. 工程地质及勘察石英quartz2. 工程地质及勘察松散堆积物rickle2. 工程地质及勘察围限地下水(台)confined ground water 2. 工程地质及勘察泻湖lagoon2. 工程地质及勘察岩爆rock burst2. 工程地质及勘察岩层产状attitude of rock2. 工程地质及勘察岩浆岩magmatic rock, igneous rock2. 工程地质及勘察岩脉dike, dgke2. 工程地质及勘察岩石风化程度degree of rock weathering 2. 工程地质及勘察岩石构造structure of rock2. 工程地质及勘察岩石结构texture of rock2. 工程地质及勘察岩体rock mass2. 工程地质及勘察页岩shale2. 工程地质及勘察原生矿物primary mineral2. 工程地质及勘察云母mica2. 工程地质及勘察造岩矿物rock-forming mineral2. 工程地质及勘察褶皱fold, folding2. 工程地质及勘察钻孔柱状图bore hole columnar section3. 土的分类饱和土saturated soil3. 土的分类超固结土overconsolidated soil3. 土的分类冲填土dredger fill3. 土的分类充重塑土3. 土的分类冻土frozen soil, tjaele3. 土的分类非饱和土unsaturated soil3. 土的分类分散性土dispersive soil3. 土的分类粉土silt, mo3. 土的分类粉质粘土silty clay3. 土的分类高岭石kaolinite3. 土的分类过压密土(台)overconsolidated soil3. 土的分类红粘土red clay, adamic earth3. 土的分类黄土loess, huangtu(China)3. 土的分类蒙脱石montmorillonite3. 土的分类泥炭peat, bog muck3. 土的分类年粘土clay3. 土的分类年粘性土cohesive soil, clayey soil3. 土的分类膨胀土expansive soil, swelling soil3. 土的分类欠固结粘土underconsolidated soil3. 土的分类区域性土zonal soil3. 土的分类人工填土fill, artificial soil3. 土的分类软粘土soft clay, mildclay, mickle3. 土的分类砂土sand3. 土的分类湿陷性黄土collapsible loess, slumping loess3. 土的分类素填土plain fill3. 土的分类塑性图plasticity chart3. 土的分类碎石土stone, break stone, broken stone, channery, chat, crushed stone, deritus 3. 土的分类未压密土(台)underconsolidated clay3. 土的分类无粘性土cohesionless soil, frictional soil, non-cohesive soil3. 土的分类岩石rock3. 土的分类伊利土illite3. 土的分类有机质土organic soil3. 土的分类淤泥muck, gyttja, mire, slush3. 土的分类淤泥质土mucky soil3. 土的分类原状土undisturbed soil3. 土的分类杂填土miscellaneous fill3. 土的分类正常固结土normally consolidated soil3. 土的分类正常压密土(台)normally consolidated soil3. 土的分类自重湿陷性黄土self weight collapse loess4. 土的物理性质阿太堡界限Atterberg limits4. 土的物理性质饱和度degree of saturation4. 土的物理性质饱和密度saturated density4. 土的物理性质饱和重度saturated unit weight4. 土的物理性质比重specific gravity4. 土的物理性质稠度consistency4. 土的物理性质不均匀系数coefficient of uniformity, uniformity coefficient4. 土的物理性质触变thixotropy4. 土的物理性质单粒结构single-grained structure4. 土的物理性质蜂窝结构honeycomb structure4. 土的物理性质干重度dry unit weight4. 土的物理性质干密度dry density4. 土的物理性质塑性指数plasticity index4. 土的物理性质含水量water content, moisture content4. 土的物理性质活性指数4. 土的物理性质级配gradation, grading4. 土的物理性质结合水bound water, combined water, held water4. 土的物理性质界限含水量Atterberg limits4. 土的物理性质颗粒级配particle size distribution of soils, mechanical composition of soil 4. 土的物理性质可塑性plasticity4. 土的物理性质孔隙比void ratio4. 土的物理性质孔隙率porosity4. 土的物理性质粒度granularity, grainness, grainage4. 土的物理性质粒组fraction, size fraction4. 土的物理性质毛细管水capillary water4. 土的物理性质密度density4. 土的物理性质密实度compactionness4. 土的物理性质年粘性土的灵敏度sensitivity of cohesive soil4. 土的物理性质平均粒径mean diameter, average grain diameter4. 土的物理性质曲率系数coefficient of curvature4. 土的物理性质三相图block diagram, skeletal diagram, three phase diagram4. 土的物理性质三相土tri-phase soil4. 土的物理性质湿陷起始应力initial collapse pressure4. 土的物理性质湿陷系数coefficient of collapsibility4. 土的物理性质缩限shrinkage limit4. 土的物理性质土的构造soil texture4. 土的物理性质土的结构soil structure4. 土的物理性质土粒相对密度specific density of solid particles4. 土的物理性质土中气air in soil4. 土的物理性质土中水water in soil4. 土的物理性质团粒aggregate, cumularpharolith4. 土的物理性质限定粒径constrained diameter4. 土的物理性质相对密度relative density, density index4. 土的物理性质相对压密度relative compaction, compacting factor, percent compaction, coefficient of compaction4. 土的物理性质絮状结构flocculent structure4. 土的物理性质压密系数coefficient of consolidation4. 土的物理性质压缩性compressibility4. 土的物理性质液限liquid limit4. 土的物理性质液性指数liquidity index4. 土的物理性质游离水(台)free water4. 土的物理性质有效粒径effective diameter, effective grain size, effective size4. 土的物理性质有效密度effective density4. 土的物理性质有效重度effective unit weight4. 土的物理性质重力密度unit weight4. 土的物理性质自由水free water, gravitational water, groundwater, phreatic water 4. 土的物理性质组构fabric4. 土的物理性质最大干密度maximum dry density4. 土的物理性质最优含水量optimum water content5. 渗透性和渗流达西定律Darcy's law5. 渗透性和渗流管涌piping5. 渗透性和渗流浸润线phreatic line5. 渗透性和渗流临界水力梯度critical hydraulic gradient5. 渗透性和渗流流函数flow function5. 渗透性和渗流流土flowing soil5. 渗透性和渗流流网flow net5. 渗透性和渗流砂沸sand boiling5. 渗透性和渗流渗流seepage5. 渗透性和渗流渗流量seepage discharge5. 渗透性和渗流渗流速度seepage velocity5. 渗透性和渗流渗透力seepage force5. 渗透性和渗流渗透破坏seepage failure5. 渗透性和渗流渗透系数coefficient of permeability5. 渗透性和渗流渗透性permeability5. 渗透性和渗流势函数potential function5. 渗透性和渗流水力梯度hydraulic gradient6. 地基应力和变形变形deformation6. 地基应力和变形变形模量modulus of deformation6. 地基应力和变形泊松比Poisson's ratio6. 地基应力和变形布西涅斯克解Boussinnesq's solution6. 地基应力和变形残余变形residual deformation6. 地基应力和变形残余孔隙水压力residual pore water pressure6. 地基应力和变形超静孔隙水压力excess pore water pressure6. 地基应力和变形沉降settlement6. 地基应力和变形沉降比settlement ratio6. 地基应力和变形次固结沉降secondary consolidation settlement6. 地基应力和变形次固结系数coefficient of secondary consolidation6. 地基应力和变形地基沉降的弹性力学公式elastic formula for settlement calculation 6. 地基应力和变形分层总和法layerwise summation method6. 地基应力和变形负孔隙水压力negative pore water pressure6. 地基应力和变形附加应力superimposed stress6. 地基应力和变形割线模量secant modulus6. 地基应力和变形固结沉降consolidation settlement6. 地基应力和变形规范沉降计算法settlement calculation by specification6. 地基应力和变形回弹变形rebound deformation6. 地基应力和变形回弹模量modulus of resilience6. 地基应力和变形回弹系数coefficient of resilience6. 地基应力和变形回弹指数swelling index6. 地基应力和变形建筑物的地基变形允许值allowable settlement of building6. 地基应力和变形剪胀dilatation6. 地基应力和变形角点法corner-points method6. 地基应力和变形孔隙气压力pore air pressure6. 地基应力和变形孔隙水压力pore water pressure6. 地基应力和变形孔隙压力系数Apore pressure parameter A6. 地基应力和变形孔隙压力系数Bpore pressure parameter B6. 地基应力和变形明德林解Mindlin's solution6. 地基应力和变形纽马克感应图Newmark chart6. 地基应力和变形切线模量tangent modulus6. 地基应力和变形蠕变creep6. 地基应力和变形三向变形条件下的固结沉降three-dimensional consolidation settlement 6. 地基应力和变形瞬时沉降immediate settlement6. 地基应力和变形塑性变形plastic deformation6. 地基应力和变形谈弹性变形elastic deformation6. 地基应力和变形谈弹性模量elastic modulus6. 地基应力和变形谈弹性平衡状态state of elastic equilibrium6. 地基应力和变形体积变形模量volumetric deformation modulus 6. 地基应力和变形先期固结压力preconsolidation pressure6. 地基应力和变形压缩层6. 地基应力和变形压缩模量modulus of compressibility6. 地基应力和变形压缩系数coefficient of compressibility6. 地基应力和变形压缩性compressibility6. 地基应力和变形压缩指数compression index6. 地基应力和变形有效应力effective stress6. 地基应力和变形自重应力self-weight stress6. 地基应力和变形总应力total stress approach of shear strength6. 地基应力和变形最终沉降final settlement7. 固结巴隆固结理论Barron's consolidation theory7. 固结比奥固结理论Biot's consolidation theory7. 固结超固结比over-consolidation ratio7. 固结超静孔隙水压力excess pore water pressure7. 固结次固结secondary consolidation7. 固结次压缩(台)secondary consolidatin7. 固结单向度压密(台)one-dimensional consolidation7. 固结多维固结multi-dimensional consolidation7. 固结固结consolidation7. 固结固结度degree of consolidation7. 固结固结理论theory of consolidation7. 固结固结曲线consolidation curve7. 固结固结速率rate of consolidation7. 固结固结系数coefficient of consolidation7. 固结固结压力consolidation pressure7. 固结回弹曲线rebound curve7. 固结井径比drain spacing ratio7. 固结井阻well resistance7. 固结曼代尔-克雷尔效应Mandel-Cryer effect7. 固结潜变(台)creep7. 固结砂井sand drain7. 固结砂井地基平均固结度average degree of consolidation of sand-drained ground 7. 固结时间对数拟合法logrithm of time fitting method7. 固结时间因子time factor7. 固结太沙基固结理论Terzaghi's consolidation theory7. 固结太沙基-伦杜列克扩散方程Terzaghi-Rendulic diffusion equation7. 固结先期固结压力preconsolidation pressure7. 固结压密(台)consolidation7. 固结压密度(台)degree of consolidation7. 固结压缩曲线cpmpression curve7. 固结一维固结one dimensional consolidation7. 固结有效应力原理principle of effective stress7. 固结预压密压力(台)preconsolidation pressure7. 固结原始压缩曲线virgin compression curve7. 固结再压缩曲线recompression curve7. 固结主固结primary consolidation7. 固结主压密(台)primary consolidation7. 固结准固结压力pseudo-consolidation pressure7. 固结K0固结consolidation under K0 condition8. 抗剪强度安息角(台)angle of repose8. 抗剪强度不排水抗剪强度undrained shear strength8. 抗剪强度残余内摩擦角residual angle of internal friction8. 抗剪强度残余强度residual strength8. 抗剪强度长期强度long-term strength8. 抗剪强度单轴抗拉强度uniaxial tension test8. 抗剪强度动强度dynamic strength of soils8. 抗剪强度峰值强度peak strength8. 抗剪强度伏斯列夫参数Hvorslev parameter8. 抗剪强度剪切应变速率shear strain rate8. 抗剪强度抗剪强度shear strength8. 抗剪强度抗剪强度参数shear strength parameter8. 抗剪强度抗剪强度有效应力法effective stress approach of shear strength 8. 抗剪强度抗剪强度总应力法total stress approach of shear strength8. 抗剪强度库仑方程Coulomb's equation8. 抗剪强度摩尔包线Mohr's envelope8. 抗剪强度摩尔-库仑理论Mohr-Coulomb theory8. 抗剪强度内摩擦角angle of internal friction8. 抗剪强度年粘聚力cohesion8. 抗剪强度破裂角angle of rupture8. 抗剪强度破坏准则failure criterion8. 抗剪强度十字板抗剪强度vane strength8. 抗剪强度无侧限抗压强度unconfined compression strength8. 抗剪强度有效内摩擦角effective angle of internal friction8. 抗剪强度有效粘聚力effective cohesion intercept8. 抗剪强度有效应力破坏包线effective stress failure envelope8. 抗剪强度有效应力强度参数effective stress strength parameter8. 抗剪强度有效应力原理principle of effective stress8. 抗剪强度真内摩擦角true angle internal friction8. 抗剪强度真粘聚力true cohesion8. 抗剪强度总应力破坏包线total stress failure envelope8. 抗剪强度总应力强度参数total stress strength parameter9. 本构模型本构模型constitutive model9. 本构模型边界面模型boundary surface model9. 本构模型层向各向同性体模型cross anisotropic model9. 本构模型超弹性模型hyperelastic model9. 本构模型德鲁克-普拉格准则Drucker-Prager criterion9. 本构模型邓肯-张模型Duncan-Chang model9. 本构模型动剪切强度9. 本构模型非线性弹性模量nonlinear elastic model9. 本构模型盖帽模型cap model9. 本构模型刚塑性模型rigid plastic model9. 本构模型割线模量secant modulus9. 本构模型广义冯·米赛斯屈服准则extended von Mises yield criterion9. 本构模型广义特雷斯卡屈服准则extended tresca yield criterion9. 本构模型加工软化work softening9. 本构模型加工硬化work hardening9. 本构模型加工硬化定律strain harding law9. 本构模型剑桥模型Cambridge model9. 本构模型柯西弹性模型Cauchy elastic model9. 本构模型拉特-邓肯模型Lade-Duncan model9. 本构模型拉特屈服准则Lade yield criterion9. 本构模型理想弹塑性模型ideal elastoplastic model9. 本构模型临界状态弹塑性模型critical state elastoplastic model9. 本构模型流变学模型rheological model9. 本构模型流动规则flow rule9. 本构模型摩尔-库仑屈服准则Mohr-Coulomb yield criterion9. 本构模型内蕴时间塑性模型endochronic plastic model9. 本构模型内蕴时间塑性理论endochronic theory9. 本构模型年粘弹性模型viscoelastic model9. 本构模型切线模量tangent modulus9. 本构模型清华弹塑性模型Tsinghua elastoplastic model9. 本构模型屈服面yield surface9. 本构模型沈珠江三重屈服面模型Shen Zhujiang three yield surface method 9. 本构模型双参数地基模型9. 本构模型双剪应力屈服模型twin shear stress yield criterion9. 本构模型双曲线模型hyperbolic model9. 本构模型松岗元-中井屈服准则Matsuoka-Nakai yield criterion9. 本构模型塑性形变理论9. 本构模型谈弹塑性模量矩阵elastoplastic modulus matrix9. 本构模型谈弹塑性模型elastoplastic modulus9. 本构模型谈弹塑性增量理论incremental elastoplastic theory9. 本构模型谈弹性半空间地基模型elastic half-space foundation model9. 本构模型谈弹性变形elastic deformation9. 本构模型谈弹性模量elastic modulus9. 本构模型谈弹性模型elastic model9. 本构模型魏汝龙-Khosla-Wu模型Wei Rulong-Khosla-Wu model9. 本构模型文克尔地基模型Winkler foundation model9. 本构模型修正剑桥模型modified cambridge model9. 本构模型准弹性模型hypoelastic model10. 地基承载力冲剪破坏punching shear failure10. 地基承载力次层(台)substratum10. 地基承载力地基subgrade, ground, foundation soil10. 地基承载力地基承载力bearing capacity of foundation soil10. 地基承载力地基极限承载力ultimate bearing capacity of foundation soil10. 地基承载力地基允许承载力allowable bearing capacity of foundation soil10. 地基承载力地基稳定性stability of foundation soil10. 地基承载力汉森地基承载力公式Hansen's ultimate bearing capacity formula10. 地基承载力极限平衡状态state of limit equilibrium10. 地基承载力加州承载比(美国)California Bearing Ratio10. 地基承载力局部剪切破坏local shear failure10. 地基承载力临塑荷载critical edge pressure10. 地基承载力梅耶霍夫极限承载力公式Meyerhof's ultimate bearing capacity formula 10. 地基承载力普朗特承载力理论Prandel bearing capacity theory10. 地基承载力斯肯普顿极限承载力公式Skempton's ultimate bearing capacity formula 10. 地基承载力太沙基承载力理论Terzaghi bearing capacity theory10. 地基承载力魏锡克极限承载力公式Vesic's ultimate bearing capacity formula10. 地基承载力整体剪切破坏general shear failure11. 土压力被动土压力passive earth pressure11. 土压力被动土压力系数coefficient of passive earth pressure。

暖通空调英文专业术语

暖通空调英文专业术语

暖通空调英文专业术语ahu air hundling unit 空调箱?air conditioning load空调负荷?air distribution气流组织?air handling unit 空气处理单元?air shower 风淋室?air-side pressure drop空气侧压降??aluninum accessaries in clean room 洁净室安装铝材?as-completed drawing 修改竣工图?layout 设计图?brass stop valve 铜闸阀?canvas connecting terminal 帆布接头?centigrade scale 摄氏温度?chiller accessaries 水冷柜机排水及配料?chiller asembly 水冷柜机安装工费?chiller unit 水冷柜机基础?clean bench 净化工作台?clean class 洁净度?clean room 洁净室无尘室?correction factor修正系数??dcc dry coll units 干盘管?district cooling 区域供冷?direct return system异程式系统?displacement ventilation置换通风?drawing No.图号?elevation立面图?entering air temp进风温度entering water temp进水温度? fahrenheit scale 华氏温度?fan coil unit 风机盘管?ffu fan filter units 风扇过滤网组?final drawing 施工图?flow velocity 流速?fresh air supply 新风供给?fresh air unit 新风处理机组?ground source heat pump地源热泵?gross weight 毛重?heating ventilating and air conditioning 供热通风与空气调节? hepa filter 高效过滤网?high efficiency particulate air filters高效空气过滤器? horizontal series type水平串联式?hot water supply system生活热水系统?humidity 湿度?hydraulic calculation水力计算?Seat air supply座椅送风?Shaft seal 轴封?Shaft storage 搁架式贮藏?Shake 摇动,抖动?Shakedown run 试车,调动启动,试运转?Shake-out 摇动,抖动?Shakeproof 防振的,抗振的?Shaker 振动器?Shaking 摇[摆,振]动?Shaking grate 振动炉排?Shaking screen 振动筛?Shallow 浅层,浅的,表面的?Shank 柄,杆,柱体,轴?Shape 造[成]型,形状[态]模型。

HVAC专业,词汇中英文对照

HVAC专业,词汇中英文对照

暖通专业词汇中英文对照air conditioning load空调负荷air distribution气流组织air handling unit 空气处理单元air shower 风淋室air wide pre.drop空气侧压降aluminum accessories in clean room 洁净室安装铝材brass stop valve 铜闸阀canvas connecting termingal 帆布接头centigrade scale 摄氏温度chiller accessories水冷机组配件chiller assembly水冷机组组装clean bench 净化工作台clean class 洁净度clean room 洁净室无尘室correction factor修正系数dry coil units 干盘管district cooling 区域供冷direct return system直接回水系统displacement ventilation置换通风drawing No.图号elevation立面图entering air temp进风温度entering water temp进水温度fahrenheit scale 华氏温度fan coil unit 风机盘管ffu fan filter units 风扇过滤网组flow velocity 流速fresh air supply 新风供给fresh air unit 新风处理机组ground source heat pump地源热泵gross weight 毛重heating ventilating and air conditioning 供热通风与空气调节hepa high efficiency particulate air 高效过滤网high efficiency particulate air filters高效空气过滤器horizontal series type水平串联式hot water supply system生活热水系统humidity 湿度hydraulic calculation水力计算isometric drawing轴测图layout 设计图leaving air temp 出风温度leaving water temp出水温度lood vacuum pump中央集尘泵mau make up air hundling unit schedule 外气空调箱natural smoke exhausting自然排烟net weight 净重noise reduction消声nominal diameter 公称直径oil-burning boiler燃油锅炉one way stop peturn valve 单向止回阀operation energy consumption运行能耗pass box 传递箱particle sizing and counting method 计径计数法Piping accessaries 水系统辅材piping assembly 配管rac recirculation air cabinet unit schedule循环组合空调单元ratio controller 比例调节器ratio flow control 流量比例控制ratio gear 变速轮ratio meter 比率计rational 合理性的,合法的;有理解能力的rationale (基本)原理;原理的阐述rationality 有理性,合理性rationalization proposal 合理化建义ratio of compression 压缩比ratio of expansion 膨胀比ratio of run-off 径流系数ratio of slope 坡度ratio of specific heat 比热比raw 生的,原状的,粗的;未加工的raw coal 原煤raw cotton 原棉raw crude producer gas 未净化的发生炉煤气raw data 原始数据raw fuel stock 粗燃料油raw gas 未净化的气体real gas 实际气体realignment 重新排列,改组;重新定线realm 区域,范围,领域real work 实际工作ream 铰孔,扩孔rear 后部,背面,后部的rear arch 后拱rear axle 后轴rear-fired boiler 后燃烧锅炉rear pass 后烟道rearrange 调整;重新安排[布置]rearrangement 调整,整顿;重新排列[布置]reason 理由,原因;推理reasonable 合理的,适当的reassembly 重新装配reaumur 列氏温度计reblading 重装叶片,修复叶片recalibration 重新校准[刻度]recapture 重新利用,恢复recarbonation 再碳化作用recast 另算;重作;重铸receiving basin 蓄水池receiving tank 贮槽recentralizing 恢复到中心位置;重定中心;再集中receptacle 插座[孔];容器reception of heat 吸热recessed radiator 壁龛内散热器,暗装散热器recharge well 回灌井reciprocal 倒数;相互的,相反的,住复的reciprocal action 反复作用reciprocal compressor 往复式压缩机reciprocal feed pump 往复式蒸汽机reciprocal grate 往复炉排reciprocal motion 住复式动作reciprocal proportion 反比例reciprocal steam engine 往复式蒸汽机reciprocate 往复(运动),互换reciprocating 往复的,来回的,互相的,交替的reciprocating ( grate ) bar 往复式炉排片reciprocating compressor 往复式压缩机reciprocating condensing unit 往复式冷冻机reciprocating packaged liquid chiller 往复式整体型冷水机组reciprocating piston pump 往复式活塞泵reciprocating pump 往复泵,活塞泵reciprocating refrigerator 往复式制冷机recirculate 再循环recirculated 再循环的recirculated air 再循环空气[由空调场所抽出,然后通过空调装置,再送回该场所的回流空气] recirculated air by pass 循环空气旁路recircilated air intake 循环空气入口recirculated cooling system 再循环冷却系统recirculating 再循环的,回路的recirculating air duct 再循环风道recirculating fan 再循环风机recirculating line 再循环管路recirculating pump 再循环泵recirculation 再循环recirculation cooling water 再循环冷却水recirculation ratio 再循环比recirculation water 再循环水reclaim 再生,回收;翻造,修复reclaimer 回收装置;再生装置reclamation 回收,再生,再利用reclamation of condensate water蒸汽冷凝水回收recombination 再化[结]合,复合,恢复recommended level of illumination 推荐的照度标准reconnaissance 勘察,调查研究record drawing 详图、大样图、接点图recording apparatus 记录仪器recording barometer 自记气压计recording card 记录卡片recording facility 记录装置recording liquid level gauge 自动液面计recording paper of sound level 噪声级测定纸recording pressure gauge 自记压力计recording water-gauge 自记水位计recoverable 可回收的,可恢复的recoverable heat 可回收的热量recoverable oil 可回收的油recoverable waster heat 可回收的废热recovery plant 回收装置recovery rate 回收率relief damper 泄压风门return air flame plate回风百叶Seat air supply座椅送风Shaft seal 轴封Shaft storage 搁架式贮藏Shake 摇动,抖动Shakedown run 试车,调动启动,试运转Shake-out 摇动,抖动Shakeproof 防振的,抗振的Shaker 振动器Shaking 摇[摆,振]动Shaking grate 振动炉排Shaking screen 振动筛Shallow 浅层,浅的,表面的Shank 柄,杆,柱体,轴Shape 造[成]型,形状[态]模型。

托福阅读TPO29-3 The History of Waterpower

托福阅读TPO29-3 The History of Waterpower

The History of WaterpowerMoving water was one of the earliest energy sources to be harnessed to reduce the workload of people and animals. No one knows exactly when the waterwheel was invented, but irrigation systems existed at least 5,000 years ago, and it seems probable that the earliest waterpower device was the noria, a waterwheel that raised water for irrigation in attached jars. The device appears to have evolved no later than the fifth century B.C., perhaps independently in different regions of the Middle and Far East.The earliest waterpower mills were probably vertical-axis mills for grinding corn, known as Norse or Greek mills, which seem to have appeared during the first or second century B.C. in the Middle East and a few centuries later in Scandinavia. In the following centuries, increasingly sophisticated waterpower mills were built throughout the Roman Empire and beyond its boundaries in the Middle East and northern Europe. In England, the Saxons are thought to have used both horizontal0 and vertical-axis wheels. The first documented English mill was in the eighth century, but three centuries later about 5,000 were recorded, suggesting that every settlement of any size had its mill.Raising water and grinding corn were by no means the only uses of the waterpower mill, and during the following centuries, the applications of waterpower kept pace with the developing technologies of mining, iron working, paper making, and the wool and cotton industries. Water was the main source of mechanical power, and by the end of the seventeenth century, England alone is thought to have had some 20,000 working mill. There was much debate on the relative efficiencies of different types of waterwheels. The period from about 1650 until 1800 saw some excellent scientific and technical investigations of different designs. They revealed output powers ranging from about 1 horsepower to perhaps 60 for the largest wheels and confirmed that for maximum efficiency, the water should pass across the blades as smoothly as possible and fall away with minimum speed, having given up almost all of its kinetic energy. (They also proved that, in principle, the overshot wheel, a type of wheel in which an overhead stream of water powers the wheel, should win the efficiency competition.)But then steam power entered the scene, putting the whole future of waterpower in doubt. An energy analyst writing in the year 1800 would have painted a very pessimistic picture of the future for waterpower. The coal-fired steam engine was taking over, and the waterwheel was fast becoming obsolete. However, like many later experts, this one would have suffered from an inability to see into the future. A century later the picture was completely different: by then, the world had an electric industry, and a quarter of its generating capacity was water powered.The growth of the electric-power industry was the result of a remarkable series of scientific discoveries and development in electrotechnology during the nineteenth century, but significant changes in what we might now call hydro (water) technology also played their part. In 1832, the year of Michael Faraday’s discovery that a changing magnetic field produces an electric field, a young French engineer patented a new and more efficient waterwheel. His name was Nenoit Fourneyron, and his device was the first successful water turbine.(The word turbine comes form the Latin turbo: something that spins). The waterwheel, unaltered for nearly 2,000 years, had finally been superseded.Half a century of development was needed before Faraday’s discoveries in electricity were translated into full-scale power stations. In 1881 the Godalming power station in Surrey, England, on the banks of the Wey River, created the world’s first public electricity supply. The power source of this most modern technology was a traditional waterwheel. Unfortunately this early plant experienced the problem common to many forms of renewable energy: the flow in the Wey River was unreliable, and the waterwheel was soon replaced by a steam engine.From this primitive start, the electric industry grew during the final 20 years of the nineteenth century at a rate seldom if ever exceeded by any technology. The capacity of individual power stations, many of them hydro plants, rose from a few kilowatts to over a megawatt in less than a decade.Paragraph 1: Moving water was one of the earliest energy sources to to reduce the workload of people and animals. No one knows exactly when the waterwheel was invented, but irrigation systems existed at least 5,000 years ago, and it seems probable that the earliest waterpower device was the noria, a waterwheel that raised water for irrigation in attached jars. The device appears to have evolved no later than the fifth century B.C., perhaps independently in different regions of the Middle and Far East.O knownO depended onO recognizedO utilized2.In paragraph 1, uncertainty is expressed about all of the following aspects of the early development of waterpower EXCEPTO when exactly the very first waterpower devices were inventedO when exactly the very first waterpower devices were developedO whether water was one of the earliest sources of power to be used by humansO whether the very earliest waterpower devices arose independentlyParagraph 2: The earliest waterpower mills were probably vertical-axis mills for grinding corn, known as Norse or Greek mills, which seem to have appeared during the first or second century B.C. in the Middle East and a few centuries later in Scandinavia. In the following centuries, increasingly sophisticated waterpower mills were built throughout the Roman Empire and beyond its boundaries in the Middle East and northern Europe. In England, the Saxons are thought to have used both horizontal0 and vertical-axis wheels. The first documented English mill was in the eighth century, but three centuries later about 5,000 were recorded, suggesting that every settlement of any size had its mill.3.According to paragraph 2, what was true of the waterpower mills built throughout the Roman Empire?O Most had horizontal-axis wheelsO Their design was based on mills that had long been used in ScandinaviaO Their design was more popular beyond the Empire’s boundaries than it was within the Empire.O They are more advanced than the mills used in the Middle East at an earlier time.of mining, iron working, paper making, and the wool and cotton industries. Water was the main source of mechanical power, and by the end of the seventeenth century, England alone is thought to have had some 20,000 working mill. There was much debate on the relative efficiencies of different types of waterwheels. The period from about 1650 until 1800 saw some excellent scientific and technical investigations of different designs. They revealed output powers ranging from about 1 horsepower to perhaps 60 for the largest wheels and confirmed that for maximum efficiency, the water should pass across the blades as smoothly as possible and fall away with minimum speed, having given up almost all of its kinetic energy. (They also proved that, in principle, the overshot wheel, a type of wheel in which an overhead stream of water powers the wheel, should win the efficiency competition.)O the uses to which waterpower was putO the improvement made to waterpowerO the method by which waterpower was suppliedO the source of waterpower availableParagraph 4: But then steam power entered the scene, putting the whole future of waterpower in doubt.waterpower. The coal-fired steam engine was taking over, and the waterwheel was fast becoming obsolete. However, like many later experts, this one from an inability to see into the future. Aits generating capacity was water powered.5.According to paragraph 4, which of the following was discovered as a result of scientific and technical investigations of waterpower conducted between 1650 and 1800?O Some types of small waterwheel can produce as much horsepower as the very largest wheels.O Waterwheels operate more efficiently when water falls away from their blades slowly than when water falls away quickly.O Waterwheel efficiency can be improved by increasing the amount of kinetic energy water contains as it passes over a waterwheel’s blades.O Unlike other types of waterwheels, the overshot wheel is capable of producing more than 60 horsepower units of energy.losest in meaning to O negativeO unlikelyO surprisingO incompleteO by the time steam power entered the sceneO by the year 1800O by the year 1900O by the time waterwheel was becoming obsoletediscovery that a changing magnetic field produces an electric field, a young French engineer patented a newnearly 2,000 years, had finally been superseded.8.According to paragraph 5, why did waterpower become more importantly by 1900?O Better waterwheel designs improved the efficiency of waterpower.O Waterpower was needed to operate steam engines.O Waterpower was used to generate electricity.O Waterwheels became more efficient than coal-powered engines.9. Which of the sentences below best expresses the essential information in the highlighted sentence in the passage? Incorrect choices change the meaning in important ways or leave out essential information.O The growth of the electric-power industry stimulated significant changes in hydro technology and scientific progress in electrotechnology in the nineteenth century.O The changes in hydro technology that led to the growth of the electric-power industry also led to discoveries and developments in electrotechnology in the nineteenth century.O Advances in electrotechnology in the nineteenth century and changes in hydro technology were responsible for the growth of the electric-power industry.O In the nineteenth century, the scientific study of electrotechnology and hydro technology benefited greatly from the growth of the electric-power industry.O unimprovedO unequaledO unchangedO unsatisfactoryParagraph 6: Half a century of development was needed befor e Faraday’s discoveries in electricity were translated into full-scale power stations. In 1881 the Godalming power station in Surrey, England, on the banks of the Wey River, created the world’s first public electricity supply. The power source of this most modern technology was a traditional waterwheel. Unfortunately this early plant experienced the problem common to many forms of renewable energy: the flow in the Wey River was unreliable, and the waterwheel was soon replaced by a steam engine.11.The discussion of the history of electric power production in paragraph 6 supports which of the following?O 1832 marked the beginning of the industrial production of electric power.O Turbines using Benoit Fourneyron’s design were eventually used to generate elec tric power.O benoit Fourneyron quickly applied Michael Faraday’s discovery about electric fields to acquire a pattern for a new and more efficient waterwheel.O Practical advances in hydro technology were more important to the development of electric power than were advances in the theoretical understanding of electricity.Paragraph 7: From this primitive start, the electric industry grew during the final 20 years of the nineteenth century at a rate seldom if ever exceeded by any technology. The capacity of individual power stations, many of them hydro plants, rose from a few kilowatts to over a megawatt in less than a decade.12.According to paragraph 7, what problem did the early power station in the town of Godalming in Surrey, United Kingdom, face in providing electricity?O The traditional waterwheel is used was not large enough to meet the demand for energy.O The flow of the River Wey, on which the power station depended, was unreliable.O The operators of the Godalming power station had little experience with hydro technology.O The steam engine that turned the waterwheel was faulty and needed to be replaced.Paragraph 3: Raising water and grinding corn were by no means the only uses of the waterpower mill, and during the following centuries, the applications of waterpower kept pace with the developing technologies of mining, iron working, paper making, and the wool and cotton industries. Water was the main source of mechanical power, and by the end of the seventeenth century, England alone is thought to have had some 20,000 working mill. There was much debate on the relative efficiencies of different types of waterwheels. ■The period from about 1650 until 1800 saw some excellent scientific and technical investigations of different designs. ■They revealed output powers ranging from about 1 horsepower to perhaps 60 for the largest wheels and confirmed that for maximum efficiency, the water should pass across the blades as smoothly as possible and fall away with minimum speed, having given up almost all of its kinetic energy. ■(They also proved that, in principle, the overshot wheel, a type of wheel in which an overhead stream of water powers the wheel, should win the efficiency competition.) ■13. Look at the four squares [■] that indicate where the following sentence could be added to the passage.Happily, serious studies began to be conducted to help resolve disagreements.Where would the sentence best fit?14. Directions: An introductory sentence for a brief summary of the passage is provided below. Complete the summary by selecting the THREE answer choices that express the most important ideas in the passage. Some sentences do not belong in the summary because they express ideas that are not presented in the passage or are minor ideas in the passage. This question is worth 2 points.Ever since the development of waterwheel, which occurred no later than 500 B.C., people have usedmoving water as a source of power.●●●Answer ChoicesO The first water-powered machines were probably used to grind corn, and as technology advanced, waterwheels were used as the main source of power in many industries.O In the late nineteenth century an electric power station in England began using water power from a nearby river, creating a dependable source of power that quickly replaced the steam engine.O In the seventeenth and eighteenth centuries, design improvements I waterwheels led to discoveries of how to increase their efficiency and power output.O Almost every large town in England had a waterpower mill, allowing England to become the world’s leader in industries that depended on water for their power.O Waterpower mills were probably invented about the same time in the Middle East and Scandinavia and then spread to England by about the second century B.C.O After declining in importance in the early 1800’s, waterpower came back into demand by the end of the century as a means to power electric plants and water turbines.参考答案1.○42.○33.○44.○15.○26.○17.○38.○39.○310.○311.○212.○213.○114. The first water-powered machines…Waterpower mills were probably…After declining in importance in…。

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Energy Procedia 16 (2012) 889 – 8941876-6102 © 2011 Published by Elsevier B.V. Selection and/or peer-review under responsibility of International Materials Science Society.doi:10.1016/j.egypro.2012.01.142vailable online at Energy ProcediaEnergy Procedia 00 (2011) 000–000 /locate/procedia2012 International Conference on Future Energy, Environment, and MaterialsEfficiency of H orizontal and Vertical Well Patterns on thePerformance of Micellar-polymer FloodingKun Sang Lee*Department of Natural Resources and Environmental Engineering, Hanyang University, Seoul 133-791, South KoreaAbstractThere is increasing interest in micellar-polymer flooding because of the need to increase oil production from depleted and waterflooded reservoirs. Using horizontal wells for injection and production in a micellar-polymer flood process, higher sweep efficiency is expected compared with the use of conventional patterns by vertical wells. This paper presents an analysis of how the overall performance of a micellar-polymer flood process is influenced by the well pattern using horizontal injector and producer in different configurations. Results from the study have demonstrated that significant amount of oil can be recovered additionally and injectivity was remarkably improved by utilizing a combination of horizontal wells. The improvement of injectivity through a horizontal injection well was higher when it was combined with horizontal producer parallel to the injector.Keywords: oil reservoir; micellar-polymer flood; horizontal well; injectivity1.IntroductionThe efficiency of this EOR process is dependent on a number of parameters that are specific to the field under study. Most of the micellar-polymer flooding projects use vertical wells as injectors and producers, however, horizontal wells promise greater injectivity and productivity characteristics. The higher injectivities allows surfactant-polymer slug and polymer solution to be injected at much higher rates or lower pressures in horizontal wells than in vertical wells, which leads to allowing oil to be recovered quicker or with less energy. The use of horizontal wells has been increasing very rapidly throughout the oil industry as advances in drilling techniques continue. Because the horizontal well technology is recently being applied to the production of crude oil by waterflooding or enhanced oil* Corresponding author. Tel.: +82-2-2220-2240; fax: +82-2-2281-7769. E-mail address : kunslee@hanyang.ac.kr.Available online at Open access under CC BY -NC-ND license.890Kun Sang Lee et al. / Energy Procedia 16 (2012) 889 – 894recovery methods, little information is available on the horizontal-well applications for chemical floods (Taber and Seright, 1992; Dakhlia et al., 1995; Westermark et al., 2006).In this study, a comparison of the efficiencies of both horizontal and vertical wells in micellar-polymer flooding operations is performed. The influences of reservoir anisotropy coupled with various design parameters of well patterns are also studied. The study of these effects may assist the project design engineers in choosing the most optimal operating conditions that will maximize the efficiency of the process. With the goal of identifying these conditions, the effectiveness of the horizontal and vertical wells in micellar-polymer flooding projects is examined by simulating the process numerically.2.Numerical ModelingThe numerical study was performed with the UTCHEM software, which is a general reservoir simulator. Among the most advanced chemical EOR simulators, UTCHEM has proved to be particularly useful for modeling multicomponent and multiphase transport processes (Center for Petroleum and Geosystems Engineering, 2000). UTCHEM has been extensively verified by comparing to analytical solutions and experimental measurements for its ability to predict the flow of fluids through the reservoir. Thus, UTCHEM will be used in this study for simulating multi-dimensional micellar-polymer flood processes for enhanced recovery of remaining oil in the reservoir.To simulate the performance of the micellar-polymer flood processes, a hypothetical study site of one-quarter of an injection-well-centered five-spot is considered. The modeled system used in this study is a box-shaped reservoir with a horizontal area of 253×253 ft2 and a vertical thickness of 25. Vertically, the simulation domain consists of five layers; and each layer is discretized into 23×23 grid blocks. The outer boundary is represented as a noflow. The reservoir investigated in this study was assumed to have already been waterflooded and is a potential candidate for micellar-polymer flood. The model assumes that the reservoir is originally saturated with oil and connate water. Initial saturation of water was assumed to be uniform spatially in the reservoir at 0.50. The uniform permeability of 250 md is assumed for both horizontal and vertical directions.Micellar-polymer flooding process considered in this study involves the injection of a surfactant-polymer slug followed by a polymer drive and chase water injection. Fluids are pumped into the injection well at constant pressure of 650 psi over a simulation period of 1,000 days. The reservoir fluids are recovered from the production well operating at a sand face pressure of 500 psia, the same pressure as the initial reservoir pressure.3.Results and DiscussionThe model evaluated the flow of brine associated with surfactant and/or polymer and oil through a reservoir during the process. To understand the effects of various parameters on the oil recovery, simulation was performed with the injection sequence of micellar-polymer flooding followed by waterflooding. Volumetric fraction of surfactant in the injecting fluid is 0.03 during 0 to 180 days. Polymer concentration is 0.05% during 0 to 180 days, 0.025% during 180 to 360 days, and 0 % for remaining period in the chase water.Several cases were studied in which the sensitivity of oil recovery and injection rate to the well configuration (well type and length) was determined. Performance of micellar-polymer flooding with vertical wells was determined by comparing the oil recovery and injection rate from a base case with the oil recovered from the various micellar-polymer floods over production period.Extensive simulations were undertaken to investigate the feasibility and compare applicability of micellar-polymer flood through vertical and horizontal wells. The objective of this parametric study is toKun Sang Lee et al. / Energy Procedia 16 (2012) 889 – 894891investigate the effect of horizontal well orientation on the overall performance of micellar-polymer flooding projects using different injector/producer combinations. The ratio of horizontal well length to reservoir length was 0.52, which corresponds to well length of 132 ft. During this part of the investigation, the following nine injection and production well combinations are considered: •f irst combination (VzIVzP): vertical injector and vertical producer (base case)•second combination (VzIHxP): vertical injector and horizontal producer along the x-direction •third combination (VzIHyP): vertical injector and horizontal producer along the y-direction •forth combination (HxIVzP): horizontal injector along the x-direction and vertical producer•fifth combination (HxIHxP): horizontal injector along the x-direction and horizontal producer along the x-direction•sixth combination (HxIHyP): horizontal injector along the x-direction and horizontal producer along the y-direction•seventh combination (HyIVzP): horizontal injector along the y-direction and vertical producer•fifth combination (HyIHxP): horizontal injector along the y-direction and horizontal producer along the x-direction•sixth combination (HyIHyP): horizontal injector along the y-direction and horizontal producer along the y-directionResults of the calculations for isotropic reservoirs are shown and compared in Fig. 1 for various combinations of vertical and horizontal floods. As presented in the figure, the oil recovery and injection rate are highly influenced by the well patterns. It can be seen that the predicted values from the reservoir simulation illustrate higher oil production and lower water production from horizontal micellar-polymer flooding.2004006008001000Elapsed Time (days)0.00.20.40.60.81.0C u m m u l a t i v e O i l R e c o v e r yWell PatternVzIVzP VzIHxP VzIHyP HxIVzP HxIHxP HxIHyP HyIVzP HyIHxP HyIHyP2004006008001000Elapsed Time (days)010002000300040005000T o t a l I n j e c t i o n R a t e (f t 3/d a y )Well PatternVzIVzP VzIHxP VzIHyP HxIVzP HxIHxP HxIHyP HyIVzP HyIHxP HyIHyPFig. 1. History of production and injection wells obtained from simulations for isotropic reservoirs (a) Cumulative oil recovery; (b) Injection rateThe fifth and ninth combinations yield the highest additional production to the base case. This is expected since these combinations adopted only horizontal wells for injection and production and the producer and the injector have the same orientation. With horizontal wells aligned to the same orientation, areal sweep patterns are a lot closer to line-drive geometry the production will be maximized during the early injection period. The other combinations including horizontal wells also show markedly better performances than the base case as presented in Fig. 1. The improvement of oil recovery can be attributed to the higher injection rate and larger area open to flow and resulting improved sweep efficiency in horizontal wells than that of vertical wells.892 Kun Sang Lee et al. / Energy Procedia 16 (2012) 889 – 894Fig. 1(b) compares the results of injection rate for different injector-producer combinations, against the performance of the first combination which is considered as the base case. This comparison indicate that horizontal well floods result in the much higher rate compared to an equivalent five-spot flood at the same pressure. At early time, the presence of horizontal injectors seems to be more beneficial than the presence of horizontal producers. Conversely, the presence of horizontal producers is more beneficial than the presence of horizontal injectors after water breakthrough.The combination of horizontal injector and producer shows the highest injection rate. The injection rate in HyIHyP at the same operating pressure would be about 6.1 times higher than that for the base case, which represents a significant improvement in injectivity and high effectiveness to sweep the reservoir oil over values attained by the model of vertical wells. The result implies that the same volume of fluid can be injected at much lower pressure, in turn. The higher injectivities allowed by horizontal injection wells can help to alleviate substantially less injectivity of a vertical injection well. The higher injectivity associated with horizontal wells can also help to mitigate the effects of chemical and thermal degradation of injecting fluids.Fig. 2 depicts oil saturation of the middle layer for five different well patterns including VzIVzP, VzIHxP, HxIVzP, HxIHyP, and HxIHxP after 410 days of injection. The sweep efficiency advantage of horizontal well flooding patterns would be observed best for horizontal injector and horizontal producer aligned to the same orientation. Analyzing the results presented in Fig. 3, the swept region did not cover the entire area of the layer with vertical injector or producer. In cases of horizontal injector and producer, the flood front covered almost the entire region. The pore volumes injected for the well patterns are 0.43, 0.79, 0.49, 1.36, and 1.08 for VzIVzP, VzIHxP, HxIVzP, HxIHyP, and HxIHxP, and cumulative oil recoveries are 0.32, 0.51, 0.33, 0.59, and 0.60, respectively. The highest sweep efficiency was obtained for a pattern HxIHxP in which injected fluid and the produced fluid are flowing by two parallel horizontal wells. This type of well pattern is called inverted line drive pattern and has the advantage of using the entire length of the horizontal section for sweep. As compared to the sweep patterns that developed between vertical wells, areal sweep patterns are closer to line-drive geometry in horizontal wells.253x-Coordinate (ft)y -C o o r d i n a t e (f t)253x-Coordinate (ft)y -C o o r d i n a t e (f t )Kun Sang Lee et al. / Energy Procedia 16 (2012) 889 – 894893Author name / Energy Procedia 00 (2011) 000–000253x-Coordinate (ft)y -C o o r d i n a t e (f t)x-Coordinate (ft)y -C o o r d i n a t e (f t )253x-Coordinate (ft)253y -C o o r d i n a t e (f t )Fig. 2. Areal distribution of oil saturation for different well combination at 410 days (a) VzIVzP; (b) VzIHxP; (c) HxIVzP; (d)HxIHyP; (e) HxIHxP4.ConclusionsBased on the studies carried out in this work in order to evaluate the oil recovery efficiency of a micellar-polymer flooding process with various combinations of horizontal and vertical wells, the following conclusions are drawn. Because of the improved injectivity and the potential for increased recovery by better sweep efficiency, the use of horizontal wells during micellar-polymer flooding could offer remarkably significant benefits as compared to the results obtained in a conventional pattern processed by vertical wells. It is essential to place the horizontal producers and injectors parallel to each other to obtain better performance efficiency than the vertical well combination. A very favorable injectivity and sweep occur when two opposed horizontal wells parallel in the pattern are used for injection and production. Compared to five spot patterns with vertical wells, the combination of parallel horizontal wells can increase oil recovery by 40% and injectivity by as much as a factor of two.894Kun Sang Lee et al. / Energy Procedia 16 (2012) 889 – 894 AcknowledgmentsThis work was supported by Korea Gas Corporation.References[1] Taber JJ, Seright RS. Horizontal injection and production wells for EOR or waterflooding. SPE 23952 SPE Permian Basin Oil and Gas Conference. March 18-20, 1992, Midland, TX.[2] Dakhlia H, Wu W, Lim MT, Delshad M, Pope GA, Sepehrnoori K. Simulation of surfactant flooding using horizontal wells. CIM 95-82 Petroleum Society of CIM 46th Annual Technical Meeting. June 7-9, 1995, Banff, Alberta, Canada.[3] Westermark RV, Schmeling J, Dauben DL, Robinowitz S, Weyland HV. Application of horizontal waterflooding to improve oil recovery from old oil fields. SPE 99668 SPE/DOE Symposium on Improved Oil Recovery. April 22-26, 2006, Tulsa, OK.[4] Center for Petroleum and Geosystems Engineering. UTCHEM-9.0 A three-dimensional chemical flood simulator, Austin: U. of Texas at Austin; 2000.。

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