外文翻译原文
外文文献翻译(图片版)

本科毕业论文外文参考文献译文及原文学院经济与贸易学院专业经济学(贸易方向)年级班别2007级 1 班学号3207004154学生姓名欧阳倩指导教师童雪晖2010 年 6 月 3 日目录1 外文文献译文(一)中国银行业的改革和盈利能力(第1、2、4部分) (1)2 外文文献原文(一)CHINA’S BANKING REFORM AND PROFITABILITY(Part 1、2、4) (9)1概述世界银行(1997年)曾声称,中国的金融业是其经济的软肋。
当一国的经济增长的可持续性岌岌可危的时候,金融业的改革一直被认为是提高资金使用效率和消费型经济增长重新走向平衡的必要(Lardy,1998年,Prasad,2007年)。
事实上,不久前,中国的国有银行被视为“技术上破产”,它们的生存需要依靠充裕的国家流动资金。
但是,在银行改革开展以来,最近,强劲的盈利能力已恢复到国有商业银行的水平。
但自从中国的国有银行在不久之前已经走上了改革的道路,它可能过早宣布银行业的改革尚未取得完全的胜利。
此外,其坚实的财务表现虽然强劲,但不可持续增长。
随着经济增长在2008年全球经济衰退得带动下已经开始软化,银行预计将在一个比以前更加困难的经济形势下探索。
本文的目的不是要评价银行业改革对银行业绩的影响,这在一个完整的信贷周期后更好解决。
相反,我们的目标是通过审查改革的进展和银行改革战略,并分析其近期改革后的强劲的财务表现,但是这不能完全从迄今所进行的改革努力分离。
本文有三个部分。
在第二节中,我们回顾了中国的大型国有银行改革的战略,以及其执行情况,这是中国银行业改革的主要目标。
第三节中分析了2007年的财务表现集中在那些在市场上拥有浮动股份的四大国有商业银行:中国工商银行(工商银行),中国建设银行(建行),对中国银行(中银)和交通银行(交通银行)。
引人注目的是中国农业银行,它仍然处于重组上市过程中得适当时候的后期。
第四节总结一个对银行绩效评估。
环境工程外文翻译外文原文

12Oxidation DitchNazih K.Shammas and Lawrence K.WangC ONTENTSI NTRODUCTIONP ROCESS D ESCRIPTIONA PPLICABILITYA DVANTAGES AND D ISADVANTAGESD ESIGN C RITERIAP ERFORMANCEP ACKAGE O XIDATION D ITCH P LANTSO PERATION AND M AINTENANCED ESIGN C ONSIDERATIONSC OSTSD ESIGNE XAMPLEN OMENCLATURER EFERENCESA PPENDIXAbstract An oxidation ditch is a modified activated sludge biological treatment process that uses long solids retention times(SRTs)to remove biodegradable organics.The typical oxidation ditch is equipped with aeration rotors or brushes that provide aeration and circula-tion.The wastewater moves through the ditch at1to2ft/s.The ditch may be designed for continuous or intermittent operation.Because of this feature,this process may be adaptable to thefluctuations inflows and loadings associated with recreation area wastewater production. Several manufacturers have developed modifications to the oxidation ditch design to remove nutrients in conditions cycled or phased between the anoxic and aerobic states.This chapter covers all aspects of the process including process description,applicability, design criteria,performance,package oxidation ditch plants,operation and maintenance, design parameters and procedure,costs and a worked out design example.From:Handbook of Environmental Engineering,Volume8:Biological Treatment ProcessesEdited by:L.K.Wang et al.c The Humana Press,Totowa,NJ513514N.K.Shammas and L.K.Wang Key Words Oxidation ditch r wastewater treatment r rotors r BOD r nutrients removal r design procedure r costs.1.INTRODUCTIONThe oxidation ditch,developed in the Netherlands,is a variation of the extended aeration process that has been used in small towns,isolated communities,and institutions in Europe and the United States.The typical oxidation ditch(Figure12.1)is equipped with aeration rotors or brushes that provide aeration and circulation.The wastewater moves through the ditch at1to2ft/s.The ditch may be designed for continuous or intermittent operation. Because of this feature,this process may be adaptable to thefluctuations inflows and loadings associated with recreation area wastewater production(1).2.PROCESS DESCRIPTIONAn oxidation ditch is a modified activated sludge biological treatment process that uses long solids retention times(SRTs)to remove biodegradable organics.Oxidation ditches are typically complete mix systems,but they can be modified to approach plugflow conditions. Typical oxidation ditch treatment systems consist of a single or multichannel configuration within a ring or oval basin.As a result,oxidation ditches are called“racetrack type”reactors (2).Horizontally or vertically mounted aerators provide circulation,oxygen transfer,and aeration in the ditch.The cross-sectional area of the ditch is commonly4ft to6ft deep,with 45◦sloping sidewalls.Oxidation ditch systems with depths of10ft or more with vertical sidewalls and vertical shaft aerators may also be used.Ditches may be constructed of various materials,including concrete,gunite,asphalt,or impervious membranes.Concrete is the most common.L-and horseshoe-shaped configurations have been constructed to maximize land usage(3).Preliminary treatment,such as bar screens and grit removal,normally precedes the oxida-tion ditch.Primary settling before an oxidation ditch is sometimes practiced,but is not typicaleffluentin this design.Tertiaryfilters may be required after clarification,depending on theSettlingTankFig.12.1.Typical oxidation ditchflow diagram(1).Ditch 515requirements.Disinfection isrequired and reaeration may be necessary before final discharge.Flow to the oxidation ditch is aerated and mixed with return sludge from a secondary clarifier.A typical process flow diagram for an activated sludge plant using an oxidation ditch is shown in Figure 12.1.Surface aerators,such as brush rotors,disc aerators,draft tube aerators,or fine bubble diffusers are used to circulate the mixed liquor.The mixing process entrains oxygen into the mixed liquor to foster microbial growth and the motive velocity ensures contact of microorganisms with the incoming wastewater.The aeration sharply increases the dissolved oxygen (DO)concentration but decreases as biomass uptake oxygen as the mixed liquor travels through the ditch.Solids are maintained in suspension as the mixed liquor circulates around the ditch.If design SRTs are selected for nitrification,a high degree of nitrification will occur.Oxidation ditch effluent is usually settled in a separate secondary clarifier.An anaerobic tank may be added before the ditch to enhance biological phosphorus removal.An oxidation ditch may also be operated to achieve denitrification.One of the common design modifications for enhanced nitrogen removal is known as the Modified Ludzack-Ettinger (MLE)process (2,4–8).In this process,illustrated in Figure 12.2,an anoxic tank is added upstream of the ditch along with mixed liquor recirculation from the aerobic zone to the tank to achieve higher levels of denitrification.In the aerobic basin,autotrophic bacteria (nitrifiers)convert ammonia-nitrogen to nitrite-nitrogen and then to nitrate-nitrogen.In the anoxic zone,heterotrophic bacteria convert nitrate-nitrogen to nitrogen gas which is released to the atmosphere.Some mixed liquor from the aerobic basin is recirculated to the anoxic zone to provide the mixed liquor with a high-concentration of nitrate-nitrogen to the anoxic zone.Several manufacturers have developed modifications to the oxidation ditch design to remove nutrients in conditions cycled or phased between the anoxic and aerobic states.Although the mechanics of operation differ by manufacturer,in general,the process consists of two separate aeration basins,the first anoxic and the second aerobic.Wastewater and return activated sludge (RAS)are introduced into the first reactor which operates under anoxic conditions.Mixed liquor then flows into the second reactor operating under aerobicSludge Mixed Liquor RecirculationFig.12.2.The modified Ludzack-Ettinger process (2).516N.K.Shammas and L.K.Wang conditions.The process is then reversed and the second reactor begins to operate under anoxic conditions(2).Another proposed configuration(9)is to obtain nitrification in the region just downstream of the brush aerators which is aerobic.As the liquor travels downstream and the oxygen is consumed,an anaerobic zone is formed.By routing a small portion of the raw sewage influent (as a carbon source)to this zone,denitrification occurs.The mixed liquor then contacts another brush aerator so that the organic nitrogen produced by the denitrifying bacteria is oxidized. The number of anaerobic zones and aerators required is a design parameter that depends on the capacity and loading of the plant.3.APPLICABILITYThe oxidation ditch process is a fully demonstrated secondary wastewater treatment technology,applicable in any situation where activated sludge treatment(conventional or extended aeration)is appropriate(10).Oxidation ditches are applicable in plants that require nitrification because the basins can be sized using an appropriate SRT to achieve nitri-fication at the mixed liquor minimum temperature(11).This technology is very effec-tive in small installations(wastewaterflows between0.1and10MGD),small communi-ties,and isolated institutions,because it requires more land than conventional treatment plants(2,3).The oxidation process as mentioned previously,originated in the Netherlands,with the first full scale plant installed in V oorschoten,Holland,in1954.By the end of the century more than9200municipal oxidation ditch installations were operational in the United States (12).Nitrification to less than1mg/L ammonia-nitrogen consistently occurs when ditches are designed and operated for nitrogen removal.Today,a complete biological treatment system can be provided with a single oxidation ditch system.The oxidation ditch structure can be constructed with only a single aerator and an intrachannel clarifier.By incorporating denitrification within a channel of the oxidation ditch,alternating oxic/anoxic conditions can be created which will effectively reduce nitrogen concentrations to the desired low levels to meet the effluent discharge regulations(13).Double or triple concentric ditch arrangement allows for variation in dissolved oxygen levels resulting in conditions that are favorable for the biomass to remove nitrogen and phosphorus(14).4.ADV ANTAGES AND DISADV ANTAGESThe main advantage of the oxidation ditch is the ability to achieve removal performance objectives with low operational requirements and operation and maintenance costs.Some specific advantages of oxidation ditches include(2):(a)An added measure of reliability and performance over other biological processes owing to aconstant water level and continuous discharge which lowers the weir overflow rate and eliminates the periodic effluent surge common to other biological processes,such as SBRs.(b)Long hydraulic retention time and complete mixing minimize the impact of a shock load orhydraulic surge.Oxidation Ditch517 (c)Produces less sludge than other biological treatment processes owing to extended biologicalactivity during the activated sludge process.(d)Energy efficient operations result in reduced energy costs compared with other biologicaltreatment processes.The disadvantages include:(a)Effluent suspended solids concentrations are relatively high compared to other modifications ofthe activated sludge process.(b)Requires a larger land area than other activated sludge treatment options.This can prove costly,limiting the feasibility of oxidation ditches in urban,suburban,or other areas where land acquisition costs are relatively high.5.DESIGN CRITERIAOxidation ditches are commonly constructed using reinforced concrete,although gunite, asphalt,butyl rubber,and clay have also been used.Impervious materials are usually used to prevent erosion.The ditches are usually4to6ft deep with45degrees or vertical sidewalls(3).Screened wastewater enters the ditch,is aerated,and circulates at about0.25to0.35m/s (0.8to1.2ft/s)to maintain the solids in suspension(15).The RAS recycle ratio is from75 to150%,and the mixed liquor suspended solids(MLSS)concentration ranges from1500 to5000mg/L(15).The oxygen transfer efficiency of oxidation ditches ranges from2.5to 3.5lb/hp-h(2,16).The design criteria are affected by the influent wastewater parameters and the required effluent characteristics,including the decision or requirement to achieve nitrification,deni-trification,and/or biological phosphorus removal.Specific design parameters for oxidation ditches include(2).5.1.Solids Retention Time(SRT)Oxidation ditch volume is sized based on the required SRT to meet effluent quality require-ments.The SRT is selected as a function of nitrification requirements and the minimum mixed liquor temperature.Design SRT values vary from4to48or more days(2,3).Typical SRTs required for nitrification range from12to24days.5.2.BOD LoadingBOD loading rates vary from less than160mg/L/d(10lb/1000ft3/d)to more than 800mg/L/d(50lb/1000ft3/d)(2,3).A BOD loading rate of240mg/L/d(15lb/1000ft3/d) is commonly used as a design loading rate.However,the BOD loading rate is not typically used to determine whether or not nitrification occurs.5.3.Hydraulic Retention TimeAlthough rarely used as a basis for oxidation ditch design,hydraulic retention times(HRTs) within the oxidation ditch range from6to30hours for most municipal wastewater treatment plants(2,3).518N.K.Shammas and L.K.Wang6.PERFORMANCEAs fully demonstrated secondary treatment processes,oxidation ditch processes are readily adaptable for nitrification and denitrification.As part of an evaluation of oxidation ditches for nutrient removal(17),performance data were collected from17oxidation ditch plants. The average designflow for these plants varied between378and45,425m3/d(0.1to12 MGD).The average performance of these plants indicates that oxidation ditches achieveBOD,suspended solids,and ammonia nitrogen removal of greater than90%.Likewise, US EPA reported nitrogen removals of greater than90%from several oxidation ditch processes(2).It should be kept in mind that to be able to achieve such high nitrogen removals,it is imperative to have continuous plant supervision and skilled operation.This is essential for assuring full control of the dissolved oxygen(DO)profile in the oxidation ditch system. Several modeling techniques have been proposed to help for DO control and to perform real time predictions of performance(18,19).The following sections discuss the performance of two recently designed oxidation ditch facilities.6.1.Casa Grande Water Reclamation FacilityThe City of Casa Grande,Arizona,Water Reclamation Facility began operation in February 1996.The system was designed to treat a wastewaterflow of15,142m3/d(4.0MGD)and uses an anoxic zone preceding the aerobic zone of each train to provide denitrification.With influent design parameters of270mg/L BOD,300mg/L TSS,and45mg/L TKN,the plant has consistently achieved effluent objectives of10mg/L BOD,15mg/L TSS,1.0mg/L ammonia, and5.0mg/L nitrate-nitrogen.Table12.1summarizes the plant’s performance between July 1997and July1999(20).6.2.Edgartown,Massachusetts WWTPThe Edgartown,Massachusetts WWTP,located on the island of Martha’s Vineyard,is designed to treat757m3/d(0.20MGD)in the winter months and2,839m3/d(0.75MGD) in the summer.Two oxidation basins are installed and the plant has achieved performance objectives since opening.Table12.2summarizes average monthly influent,effluent and percent removal data(21).Table12.1Performance of Casa Grande,AZ WWTP aParameter BOD TSS Total NInfluent,average monthly value,mg/L22620735Effluent,average monthly value,mg/L952Removal,%969794a Data adapted from ref.20.Oxidation Ditch519Table 12.2Performance of Edgartown,MA WWTP aParameterBOD TSS Total N Influent,average monthly value,mg/L23820227Effluent,average monthly value,mg/L352Removal,%999792a Data adapted from ref.21.7.PACKAGE OXIDATION DITCH PLANTSPackage plants are premanufactured treatment facilities used to treat wastewater in small communities.Package plants are usually designed by manufacturers to treat flows as low as 0.002MGD to as high as 0.5MGD (22,23).7.1.DescriptionPackage oxidation ditches are typically manufactured in sizes that treat wastewater flow rates between 0.01and 0.5MGD.As seen in Figure 12.3,raw wastewater is first screened before entering the oxidation ditch.Depending on the system size and manufacturer type,a grit chamber may be required.Once inside the ditch,the wastewater is aerated with mechanical surface or submersible aerators (depending on manufacturer design)that pro-pel the mixed liquor around the channel at velocities high enough to prevent solids depo-sition.The aerator ensures that there is sufficient oxygen in the fluid for the microbes and adequate mixing to ensure constant contact between the organisms and the food supply (24).Treated sewage moves to the settling tank or final clarifier,where the biosolids and water separate.Wastewater then moves to other treatment processes while sludge is removed.Part of it is returned to the ditch as RAS,while the rest is removed from the process as the waste activated sludge (WAS).WAS is wasted either continuously or daily and must be stabilized before disposal or beneficialreuse.Disinfection Clarification Screening/Grinding Oxidation Ditch Fig.12.3.Package oxidation ditch plant (22).520N.K.Shammas and L.K.Wang7.2.ApplicabilityIn general,package treatment plants are applicable for areas with a limited number of people and small wastewaterflows.They are most often used in remote locations such as trailer parks,highway rest areas,and rural areas.Oxidation ditches are suitable for facilities that require nutrient removal,have limitations owing to the nature of the site,or want a biological system that saves energy with limited use of chemicals unless required for further treatment.Oxidation ditch technology can be used to treat any type of wastewater that is responsive to aerobic degradation.In addition,systems can be designed for denitrification and phosphorous removal.Types of industries using oxidation ditches include:food processing,meat and poultry packing,breweries,pharmaceutical,milk processing,petrochemical,and numerous other types.Oxidation ditches are particularly useful for schools,small industries,housing developments,and small communities.Ultimately,this technology is most applicable for places that have a large amount of land available(22).7.3.Advantages and DisadvantagesSome advantages of package oxidation ditch plants are listed below(22):(a)Systems are well-suited for treating typical domestic waste,have moderate energy requirements,and work effectively under most types of weather.(b)Oxidation ditches provide an inexpensive wastewater treatment option with both low operationand maintenance costs and operational needs.(c)Systems can be used with or without clarifiers,which affectsflexibility and cost.(d)Systems consistently provide high quality effluent in terms of TSS,BOD,and ammonia levels.(e)Oxidation ditches have a relatively low sludge yield,require a moderate amount of operator skill,and are capable of handling shock and hydraulic loadings.The disadvantages include:(a)Oxidation ditches can be noisy owing to mixer/aeration equipment,and tend to produce odorswhen not operated correctly.(b)Biological treatment is unable to treat highly toxic waste streams.(c)Systems have a relatively large footprint.(d)Systems have lessflexibility should regulations for effluent requirements change.7.4.Design CriteriaKey components of a typical oxidation ditch include a screening device,an influent dis-tributor(with some systems),a basin or channel,aeration devices(mechanical aerators,jet mixers,or diffusers,depending on the manufacturer),a settling tank orfinal clarifier(with some systems),and an RAS system(with some systems).These components are often built to share a common wall to reduce costs and save space.Concrete tanks are typically used when installing package plant oxidation ditches.This results in lower maintenance costs as concrete tanks do not require periodic repainting or sand blasting.Fabricated steel or a combination of steel and concrete can also be used for construction,depending on site conditions(24).Oxidation Ditch521 Table12.3Design criteria for package oxidation ditch plants(22)Parameter Design valueBOD loading(F/M),lb BOD5/lb MLVSS0.05–0.30Average oxygen requirement(@20◦C),lb/lb BOD5applied2–3Peak Oxygen requirement(@20◦C),lb/lb BOD5applied 1.5–2.0MLSS,mg/L3000–6000Detention time,h18–36V olumetric loading,lb BOD5/1,000ft35–30Table12.4Package oxidation ditch plants performance(22)Typical Effluent Quality Ocoee WWTPWith2◦Clarifier With Filter%Removal Effluent CBOD,mg/L0.105>97 4.8TSS,mg/L0.105>970.32TP,mg/L21NA NAN-NO3,mg/L NA NA>950.25 2◦=Secondary,NA=Not applicable.Table12.3lists typical design parameters for package oxidation ditch plants.The volume of the oxidation ditch is determined based on influent wastewater characteristics,effluent discharge requirements,HRT,SRT,temperature,mixed liquor suspended solids(MLSS),and pH.It may be necessary to include other site specific parameters to design the oxidation ditch as well.Some oxidation ditches do not initially require clarifiers,but can later be upgraded and expanded by adding clarifiers,changing the type of process used,or adding additional ditches(25).7.5.PerformanceAlthough the manufacturer’s design may vary,most oxidation ditches typically achieve the effluent limitations listed in Table12.4.Denitrifying oxidation ditches are capable of extremely high efficiencies.With modifications,some oxidation ditches can achieve TN removal to5mg/L.The3MGD oxidation ditch in Stonybrook,New York regularly maintains 97%nitrogen removal efficiency(9).Currently,the wastewater treatment plant in Ocoee,Florida accepts an averageflow of 1.1to1.2MGD.The city chose to use an oxidation ditch because it was an easy tech-nology for the plant staff to understand and implement.The facility is also designed for denitrification without the use of chemical additives.Nitrate levels consistently test at0.8to 1.0mg/L with limits of12mg/L(26).Table12.4indicates how well the Ocoee oxidation ditch performs.522N.K.Shammas and L.K.Wang Table12.5Costs for package oxidation ditch plants∗(22)Flow range,MGD Budget price,USD Budget cost,USD/gal0.00–0.0396,000 6.390.03–0.06109,100 2.420.06–1.10116,3000.211.10–1.70126,5000.101.70–2.50138,1000.07∗Dollars values adjusted form original1999(Cost Index=460.16)to2008(Cost Index=552.16);(Appendix A.extracted from US Army Corps of EngineersRef.27).7.6.CostsTable12.5lists budget cost estimates for various sizes of oxidation ditches(22).Operation and maintenance costs for oxidation ditches are significantly lower than other secondary treatment processes.In comparison to other treatment technologies,energy requirements are low,operator attention is minimal,and chemical addition is not required.8.OPERATION AND MAINTENANCEOxidation ditches require relatively little maintenance compared to other secondary treat-ment processes.No chemicals are required in most applications,but metal salts can be added to enhance phosphorus removal.8.1.Residuals GeneratedPrimary sludge is produced if primary clarifiers precede the oxidation ditch.Sludge produc-tion for the oxidation ditch process ranges from0.2to0.85kg TSS/kg(0.2to0.85lb TSS/lb) BOD applied(28).Typical sludge production is0.65kg TSS/kg of BOD(0.65lb TSS/lb of BOD).This is less than conventional activated sludge facilities because of long SRTs.8.2.Operating ParametersThe oxygen coefficient for BOD removal varies with temperature and SRT.Typical oxygen requirements range from1.1to1.5kg of O2per kg of BOD removed(1.1to1.5lb of O2per lb of BOD removed)and4.57kg O2/kg TKN oxidized(4.57lb O2/lb TKN oxidized)(17). Oxygen transfer efficiency ranges from2.5to3.5lb/hp-h(16).9.DESIGN CONSIDERATIONS9.1.Input DataThe following data forflows and influent and effluent characteristics shall be provided(1): (a)Wastewaterflow(average and peak).In case of high variability,a statistical distribution shouldbe provided.(b)Wastewater strength1.BOD5(soluble and total),mg/L2.COD and/or TOC(maximum and minimum),mg/L3.Suspended solids,mg/L4.V olatile suspended solids,mg/L5.Nonbiodegradable fraction of VSS,mg/L(c)Other characteristics1.pH2.Acidity and/or alkalinity,mg/L3.Nitrogen,mg/L(NH3or Kjeldahl)4.Phosphorus(total and soluble),mg/L5.Oils and greases,mg/L6.Heavy metals,mg/L7.Toxic or special characteristics(e.g.,phenols),mg/L8.Temperature,◦F or◦C(d)Effluent quality requirements1.BOD5,mg/L2.SS,mg/LN,mg/L4.P,mg/L9.2.Design Parameters(a)Eckenfelder reaction rate constants and coefficientsk=0.0007to0.002L/mg/h1.a=0.732.a =0.523.b=0.075/d4.b =0.15/d5.a o=0.77a=0.566.f=0.1407.f =0.53(b)F/M=0.03−0.1(c)V olumetric loading=10to40(d)t=18to36h(e)t s=20to30d(f)MLSS=4000to8000mg/L(mean=6000mg/L)(g)MLVSS=2800to5600mg/L(h)Q r/Q=0.5to1.0(i)lb O2/lb BOD r≥1.5(j)lb solids/lb BOD r≤0.2.(k)θ=1.0to1.03(l)Efficiency≥90%9.3.Design ProcedureThe following is a guide line that summarizes the design procedure(Eckenfelder Method) for an oxidation ditch(1,29–35)(a)Assume the following design parameters when known.1.Fraction of BOD synthesized(a)2.Fraction of BOD oxidized for energy(a )3.Endogenous respiration rate(b and b )4.Fraction of BOD5synthesized to degradable solids(a o)5.Nonbiodegradable fraction of VSS in influent(f)6.Mixed liquor suspended solids(MLSS)7.Mixed liquor volatile suspended solids(MLVSS)8.Temperature correction coefficient(θ)9.Degradable fraction of the MLVSS(x )10.Food-to-microorganism ratio(F/M)11.Effluent soluble BOD5(S e)(b)Adjust the BOD removal rate constant for temperaturek T=k20θ(T−20)(1)wherek T=rate constant for desired temperaturek20=rate constant at20◦Cθ=temperature correction coefficientT=temperature,◦C(c)Determine the size of the aeration tankV=a o(S o−S e)Q avg/X V f b(2)whereV=aeration tank volume,MGa o=fraction of BOD5synthesized to degradable solidsS o=influent BOD5,mg/LS e=effluent soluble BOD5,mg/LQ avg=Average wasteflow,MGDX V=MLVSS,mg/Lf =degradable fraction of the MLVSSb=endogenous respiration rate,1/d(d)Calculate the detention timet=(V/Q)24(3)wheret=detention time,hV=volume,MGQ=flow,MGD(e)Assume the organic loading and calculate detention timet=(24S o)/X V(F/M)(4) wheret=detention time,hS o=influent BOD5,mg/LX V=volatile solids in raw sludge,mg/LF/M=organic loading(food-to-microorganism ratio)and select the larger of two detention times from d or e above(f)Determine the oxygen requirements allowing60%for nitrification during summerO2=[a S r Q avg+b X V V+0.6(4.57)(TKN)(Q avg)](8.34)(5)whereO2=oxygen required,lb/da =fraction of BOD oxidized for energyS r=BOD5removed,mg/LQ avg=average wasteflow,MGDb =endogenous respiration rate,1/dX V=MLVSS,mg/LV=aeration tank volume,MG4.57=parts oxygen required per part TKNTKN=total Kjeldahl nitrogen,mg/L(g)calculate oxygen requirement per lb BOD r(it should be≥1.5)lbO2/lb BOD r=O2/Q avg S r(8.34)(6)whereO2=oxygen required,lb/dQ avg=average wastewaterflow,MGDS r=BOD5removed,mg/L(h)Calculate sludge productionX V=8.34[a(S r)(Q)−(b)(X V)(V)−Q(SS)eff+Q(VSS)f +Q(SS−VSS)](7)whereX V volatile sludge produced,lb/da=fraction of BOD synthesizedS r=BOD5removed,mg/LQ=average wastewaterflow,MGDb=endogenous respiration rate,1/dX V=volatile solids in raw sludge,mg/LV=aeration tank volume,MG(SS)eff=effluent suspended solids,mg/LVSS=volatile suspended solids in influent,mg/Lf =degradable fraction of the MLVSSSS=suspended solids in influent,mg/L(i)Calculate solids produced per pound of BOD removed(it should be≥1.5)lb solids/lb BOD r= X V/Q(S o−S e)8.34(8)whereX V=volatile sludge produced,lb/dQ=wasteflow,MGDS o=influent BOD5,mg/LS e=effluent soluble BOD5,mg/L(j)Calculate the solids retention timet s=X a V(8.34)/ X V(9)wheret s=solids retention time,dX a=MLSS,mg/LV=volume of aeration tank,MGX V=volatile sludge produced,lb/d(k)Determine the effluent soluble BOD5S e/S o=1/1+k X V t(10)whereS e=soluble effluent BOD,mg/LS o=influent BOD5,mg/Lk=rate constant,L/mg/hX V=MLVSS,mg/Lt=aeration time,h(l)Calculate sludge recycle ratioQ r/Q avg=X a/X u−X a(11)whereQ r=volume of recycled sludge,MGDQ avg=averageflow,MGDX a=MLSS,mg/LX u=suspended solids concentration in returned sludge,mg/L(m)Calculate the nutrient requirements for nitrogen and PhosphorusN=0.123 X V(12)P=0.026 X V(13)where∆X V=sludge produced,lb/d9.4.Output Data(a)Aeration Tank(1)1.Reaction rate constant,L/mg/h2.Sludge produced per BOD removed3.Endogenous respiration rate(b,b )4.O2used per BOD removed5.Influent nonbiodegradable VSS6.Effluent degradable VSS7.lb BOD/lb MLSS-d(F/M)8.Mixed liquor suspended solids(MLSS),mg/L9.Mixed liquor volatile suspended solids(MLVSS),mg/L10.Aeration time,h11.V olume of aeration tank,MG12.Oxygen required,lb/d13.Sludge produced,lb/d14.Nitrogen requirement,lb/d15.Phosphorus requirement,lb/d16.Sludge recycle ratio17.Solids retention time,d(b)Mechanical Aeration System1.Standard transfer efficiency,lb O2/hp-h2.Operating transfer efficiency,lb O2/hp-h3.Horsepower required,hp(c)Diffused Aeration System1.Standard transfer efficiency,%2.Operating efficiency,%3.Required airflow,cfm/1000ft310.COSTSThe basin volume and footprint required for oxidation ditch plants have traditionally been very large compared with other secondary treatment rger footprints result in higher capital costs,especially in urbanized locations where available land is very expensive. Vertical reactors,in which processflow travels downward through the reactor,are generally more expensive than traditional horizontal reactors.However,because they require less land than more conventional horizontal reactors,they can significantly reduce overall capital costs where land costs are high.The cost of an oxidation ditch plant varies depending on treatment capacity size,design effluent limitations,land cost,local construction costs,and other site specific factors.Con-struction capital costs for ten plants were evaluated by US EPA in1991(17),with construction costs,in2008Dollars,ranging from USD0.73to4.46/L/d(USD2.76to16.87/gpd)treated. The cost values have been adjusted from the original1991(Cost Index392.35)to2008(Cost Index552.16)using the Utilities Cost index(Appendix A.Ref.27).Recent information obtained from manufacturers on facilities ranging3,785to25,740m3/d (1.0MGD to6.8MGD)indicates that construction capital costs(adjusted from original1999 to2008Dollars)of oxidation ditch plants range from USD0.80to1.32/L/d(USD3.00to 4.80/gpd).For example,the Blue Heron Water Reclamation Facility in Titusville,Florida(36) a15,142m3/d(4.0MGD)oxidation ditch and sludge handling facility which began operation in1996,was constructed for about USD0.96/L/d(USD3.60/gpd).The facility features a multi-stage biological nutrient removal process and a sophisticated Supervisory Control and Data Acquisition System(SCADA)control system.。
外文文献翻译译稿和原文【范本模板】

外文文献翻译译稿1卡尔曼滤波的一个典型实例是从一组有限的,包含噪声的,通过对物体位置的观察序列(可能有偏差)预测出物体的位置的坐标及速度。
在很多工程应用(如雷达、计算机视觉)中都可以找到它的身影。
同时,卡尔曼滤波也是控制理论以及控制系统工程中的一个重要课题。
例如,对于雷达来说,人们感兴趣的是其能够跟踪目标.但目标的位置、速度、加速度的测量值往往在任何时候都有噪声。
卡尔曼滤波利用目标的动态信息,设法去掉噪声的影响,得到一个关于目标位置的好的估计.这个估计可以是对当前目标位置的估计(滤波),也可以是对于将来位置的估计(预测),也可以是对过去位置的估计(插值或平滑).命名[编辑]这种滤波方法以它的发明者鲁道夫。
E。
卡尔曼(Rudolph E. Kalman)命名,但是根据文献可知实际上Peter Swerling在更早之前就提出了一种类似的算法。
斯坦利。
施密特(Stanley Schmidt)首次实现了卡尔曼滤波器。
卡尔曼在NASA埃姆斯研究中心访问时,发现他的方法对于解决阿波罗计划的轨道预测很有用,后来阿波罗飞船的导航电脑便使用了这种滤波器。
关于这种滤波器的论文由Swerling(1958)、Kalman (1960)与Kalman and Bucy(1961)发表。
目前,卡尔曼滤波已经有很多不同的实现.卡尔曼最初提出的形式现在一般称为简单卡尔曼滤波器。
除此以外,还有施密特扩展滤波器、信息滤波器以及很多Bierman, Thornton开发的平方根滤波器的变种.也许最常见的卡尔曼滤波器是锁相环,它在收音机、计算机和几乎任何视频或通讯设备中广泛存在。
以下的讨论需要线性代数以及概率论的一般知识。
卡尔曼滤波建立在线性代数和隐马尔可夫模型(hidden Markov model)上.其基本动态系统可以用一个马尔可夫链表示,该马尔可夫链建立在一个被高斯噪声(即正态分布的噪声)干扰的线性算子上的。
系统的状态可以用一个元素为实数的向量表示.随着离散时间的每一个增加,这个线性算子就会作用在当前状态上,产生一个新的状态,并也会带入一些噪声,同时系统的一些已知的控制器的控制信息也会被加入。
外文翻译--创业板市场

外文文献翻译译文一、外文原文原文:China's Second BoardI. Significance of and events leading to the establishment of a Second BoardOn 31 March 2009 the China Securities Regulatory Commission (CSRC issued Interim Measures on the Administration of Initial Public Offerings and Listings of Shares on the ChiNext [i.e., the Second Board, also called the Growth Enterprise Market] ("Interim Measures"), which came into force on 1 May 2009. This marked the creation by the Shenzhen Stock Exchange of the long-awaited market for venture businesses. As the original plan to establish such a market in 2001 had come to nothing when the dotcom bubble burst, the market's final opening came after a delay of nearly 10 years.Ever since the 1980s, when the Chinese government began to foster the development of science and technology, venture capital has been seen in China as a means of supporting the development of high-tech companies financially. The aim, as can be seen from the name of the 1996 Law of the People's Republic of China on Promoting the Conversion of Scientific and Technological Findings into Productivity ,was to support the commercialization of scientific and technological developments. Venture capital funds developed gradually in the late 1990s, and between then and 2000 it looked increasingly likely that a Second Board would be established. When the CSRC published a draft plan for this in September 2000, the stage was set. However, when the dotcom bubble (and especially the NASDAQ bubble) burst, this plan was shelved. Also, Chinese investors and venture capitalists were probably not quite ready for such a move.As a result, Chinese venture businesses sought to list on overseas markets (a so-called "red chip listing") from the late 1990s. However, as these listings increased, so did the criticism that valuable Chinese assets were being siphoned overseas.On thepolicy front, in 2004 the State Council published Some Opinions on Reform, Opening and Steady Growth of Capital Markets ("the Nine Opinions"), in which the concept of a "multi-tier capital market" was presented for the first time. A first step in this direction was made in the same year, when an SME Board was established as part of the Main Board. Although there appear to have been plans to eventually relax the SME Board's listing requirements, which were the same as those for companies listed on the Main Board, and to make it a market especially for venture businesses, it was decided to establish a separate market (the Second Board) for this purpose and to learn from the experience of the SME Board.As well as being part of the process of creating a multi-tier capital market, the establishment of the Second Board was one of the measures included in the policy document Several Opinions of the General Office of the State Council on Providing Financing Support for Economic Development ("the 30 Financial Measures"), published in December 2008 in response to the global financial crisis and intended as a way of making it easier for SMEs to raise capital.It goes without saying that the creation of the Second Board was also an important development in that it gives private equity funds the opportunity to exit their investments. The absence of such an exit had been a disincentive to such investment, with most funds looking for a red chip listing as a way of exiting their investments. However, with surplus savings at home, the Chinese authorities began to encourage companies to raise capital on the domestic market rather than overseas. This led, in September 2006, to a rule making it more difficult for Chinese venture businesses to list their shares on overseas markets. The corollary of this was that it increased the need for a means whereby Chinese private equity funds could exit their investments at an early opportunity and on their own market. The creation of the Second Board was therefore a belated response to this need.II. Rules and regulations governing the establishment of the Second BoardWe now take a closer look at some of the rules and regulations governing the establishment of the Second Board.First , the Interim Measures on the Administration of Initial Public Offerings andListings of Shares on the ChiNext, issued by the CSRC on 31 March 2009 with effect from 1 May 2009. The Interim Measures consist of six chapters and 58 articles, stipulating issue terms and procedures, disclosure requirements, regulatory procedures, and legal responsibilities.First, the General Provisions chapter. The first thing this says (Article 1) is: "These Measures are formulated for the purposes of promoting the development of innovative enterprises and other growing start-ups" This shows that one of the main listing criteria is a company's technological innovativeness and growth potential. The Chinese authorities have actually made it clear that, although the Second Board and the SME Board are both intended for SMEs of similar sizes, the Second Board is specifically intended for SMEs at the initial (rather than the growth or mature) stage of their development with a high degree of technological innovativeness and an innovative business model while the SME Board is specifically intended for companies with relatively stable earnings at the mature stage of their development. They have also made it clear that the Second Board is not simply a "small SME Board." This suggests to us that the authorities want to see technologically innovative companies listing on the Second Board and SMEs in traditional sectors listing on the SME Board.Next, Article 7 says: "A market access system that is commensurate with the risk tolerance of investors shall be established for investors on the ChiNext and investment risk shall be fully disclosed to investors." One noteworthy feature is the adoption of the concept of the "qualified investor" in an attempt to improve risk control.Furthermore, Article 8 says: "China Securities Regulatory Commission (hereinafter, CSRC) shall, in accordance with law, examine and approve the issuer’s IPO application and supervise the issuer’s IPO activities. The stock exchange shall formulate rules in accordance with law, provide an open, fair and equitable market environment and ensure the normal operation of the ChiNext." Until the Second Board was established, it was thought by some that the stock exchange had the right to approve new issues. Under the Interim Measures, however, it is the CSRC that examines and approves applications.First, offering conditions. Article 10 stipulates four numerical conditions for companies applying for IPOs.Second, offering procedures. The Interim Measures seek to make sponsoring securities companies more responsible by requiring them to conduct due diligence investigations and make prudential judgment on the issuer’s growth and render special opinions thereon.Third, information disclosure. Article 39 of the Interim Measures stipulates that the issuer shall make a statement in its prospectus pointing out the risks of investing in Second Board companies: namely, inconsistent performance, high operational risk, and the risk of delisting. Similarly,Fourth, supervision. Articles 51 and 52 stipulate that the stock exchange (namely, the Shenzhen Stock Exchange) shall establish systems for listing, trading and delisting Second Board stocks, urge sponsors to fulfill their ongoing supervisory obligations, and establish a market risk warning system and an investor education system.1. Amendments to the Interim Measures on Securities Issuance and Listing Sponsor System and the Provisional Measures of the Public Offering Review Committee of the China Securities Regulatory Commission2. Rules Governing the Listing of Shares on the ChiNext of Shenzhen Stock Exchange Next, the Shenzhen Stock Exchange published Rules Governing the Listing of Shares on the ChiNext of Shenzhen Stock Exchange on 6 June (with effect from 1 July).3. Checking investor eligibility As the companies listed on the Second Board are more risky than those listed on the Main Board and are subject to more rigorous delisting rules (see above), investor protection requires that checks be made on whether Second Board shares are suitable for all those wishing to invest in them.4. Rules governing (1) application documents for listings on the ChiNext and (2) prospectuses of ChiNext companies On 20 July the CSRC published rules governing Application Documents for Initial Public Offerings and Listings of Shares on the ChiNext and Prospectuses of ChiNext Companies, and announced that it would begin processing listing applications on 26 July.III. Future developmentsAs Its purpose is to "promote the development of innovative enterprises and other growing start-ups",the Second Board enables such companies to raise capital by issuing shares. That is why its listing requirements are less demanding than those of the Main Board but also why it has various provisions to mitigate risk. For one thing, the Second Board has its own public offering review committee to check how technologically specialized applicant companies are, reflecting the importance attached to this. For another, issuers and their controlling shareholders, de facto controllers, and sponsoring securities companies are subject to more demanding accountability requirements. The key factor here is, not surprisingly, disclosure. Also, the qualified investor system is designed to mitigate the risks to retail investors.Once the rules and regulations governing the Second Board were published, the CSRC began to process listing applications from 26 July 2009. It has been reported that 108 companies initially applied. As of mid-October, 28 of these had been approved and on 30 October they were listed on the Second Board.As of 15 December, there are 46 companies whose listing application has been approved by CSRC (including the above-mentioned 28 companies). They come from a wide range of sectors, especially information technology, services, and biopharmacy. Thus far, few companies in which foreign private equity funds have a stake have applied. This is because these funds have tended to go for red-chip listings.Another point is movement between the various tiers of China's multi-tier capital market. As of early September, four companies that are traded on the new Third Board had successfully applied to list on the Second Board. As 22 new Third Board companies meet the listing requirements of the Second Board on the basis of their interim reports for the first half of fiscal 2009, a growing number of companies may transfer their listing from the new Third Board to the Second Board. We think this is likely to make the new Third Board a more attractive market for private equity investors.The applicants include companies that were in the process of applying for a listing on the SME Board. The CSRC has also made it clear that it does not see theSecond Board simply as a "small SME Board" and attaches great importance to the companies' innovativeness and growth potential. Ultimately, whether or not such risks can be mitigated will depend on whether the quality of the companies that list on the Second Board improves and disclosure requirements are strictly complied with. For example, according to the rules governing Prospectuses of ChiNext Companies, companies are required to disclose the above-mentioned supplementary agreements as a control right risk. The point is whether such requirements will be complied with.Since there is a potentially large number of high-tech companies in China in the long term, whether or not the Second Board becomes one of the world's few successful venture capital markets will depend on whether all these rules and regulations succeed in shaping its development and the way in which it is run.The authorities clearly want to avoid a situation where the Second Board attracts a large number of second-rate companies and becomes a vehicle for market abuse as it would then run the risk of becoming an illiquid market shunned by investors who have lost trust in it. Indeed, such has been the number of companies applying to list on the Second Board that some observers have expressed concern about their quality.There has also been some concern about investor protection. For example, supplementary agreements between private equity funds and issuers pose a risk to retail investors in that they may suddenly be faced with a change in the controlling shareholder. This is because such agreements can result in a transfer of shares from the founder or controlling shareholder to a private equity fund if the company fails to meet certain agreed targets or in a shareholding structure that is different from the apparent one, for example. The problem of low liquidity, which has long faced the new Third Board market, where small-cap high-tech stocks are also traded, also needs to be addressed.Meanwhile, the Second Board's Public Offering Review Committee was officially established on 14 August. It has 35 members. A breakdown reveals that the number of representatives of the CSRC and the Shenzhen Stock Exchange has been limited to three and two, respectively, to ensure that the committee has the necessary number of technology specialists. Of the remainder, 14 are accountants, six lawyers,three from the Ministry of Science and Technology, three from the China Academy of Sciences, two from investment trust companies, one from an asset evaluation agency, and one from the National Development and Reform Commission (NDRC). It has been reported that the members include specialists in the six industry fields the CSRC considers particularly important for Second Board companies (namely, new energy, new materials, biotechnology and pharmaceuticals, energy conservation and environmental protection, services and IT).Source: Takeshi Jingu.2009.“China's Second Board”. Nomura Journal of Capital Markets Winter 2009 V ol.1 No.4.pp.1-15.二、翻译文章译文:中国创业板市场一、建立创业板市场及其意义2009年3月31日中国证券监督管理委员会(以下简称“中国证监会”)发行《中国证监会管理暂行办法》,首次在创业板市场上[即,第二个板,也叫创业板市场](“暂行办法”) 公开募股,从 2009年的5月1日开始生效,这标志着深圳证券交易所市场这个人们期待已久的合资企业即将诞生。
外文翻译原文

DOI10.1007/s10711-012-9699-zORIGINAL PAPERParking garages with optimal dynamicsMeital Cohen·Barak WeissReceived:19January2011/Accepted:22January2012©Springer Science+Business Media B.V.2012Abstract We construct generalized polygons(‘parking garages’)in which the billiard flow satisfies the Veech dichotomy,although the associated translation surface obtained from the Zemlyakov–Katok unfolding is not a lattice surface.We also explain the difficulties in constructing a genuine polygon with these properties.Keywords Active vitamin D·Parathyroid hormone-related peptide·Translation surfaces·Parking garages·Veech dichotomy·BilliardsMathematics Subject Classification(2000)37E351Introduction and statement of resultsA parking garage is an immersion h:N→R2,where N is a two dimensional compact connected manifold with boundary,and h(∂N)is afinite union of linear segments.A parking garage is called rational if the group generated by the linear parts of the reflections in the boundary segments isfinite.If h is actually an embedding,the parking garage is a polygon; thus polygons form a subset of parking garages,and rationals polygons(i.e.polygons all of whose angles are rational multiples ofπ)form a subset of rational parking garages.The dynamics of the billiardflow in a rational polygon has been intensively studied for over a century;see[7]for an early example,and[5,10,13,16]for recent surveys.The defi-nition of the billiardflow on a polygon readily extends to a parking garage:on the interior of N the billiardflow is the geodesicflow on the unit tangent bundle of N(with respect to the pullback of the Euclidean metric)and at the boundary,theflow is defined by elastic reflection (angle of incidence equals the angle of return).Theflow is undefined at thefinitely many M.Cohen·B.Weiss(B)Ben Gurion University,84105Be’er Sheva,Israele-mail:barakw@math.bgu.ac.ilM.Cohene-mail:comei@bgu.ac.ilpoints of N which map to‘corners’,i.e.endpoints of boundary segments,and hence at thecountable union of codimension1submanifolds corresponding to points in the unit tangentbundle for which the corresponding geodesics eventually arrive at corners in positive or neg-ative time.Since the direction of motion of a trajectory changes at a boundary segment viaa reflection in its side,for rational parking garages,onlyfinitely many directions of motionare assumed.In other words,the phase space of the billiardflow decomposes into invarianttwo-dimensional subsets corresponding tofixing the directions of motion.Veech[12]discovered that the billiardflow in some special polygons exhibits a strikingly he found polygons for which,in any initial direction,theflow is eithercompletely periodic(all orbits are periodic),or uniquely ergodic(all orbits are equidistrib-uted).Following McMullen we will say that a polygon with these properties has optimaldynamics.We briefly summarize Veech’s strategy of proof.A standard unfolding construc-tion usually attributed to Zemlyakov and Katok[15]1,associates to any rational polygon Pa translation surface M P,such that the billiardflow on P is essentially equivalent to thestraightlineflow on M P.Associated with any translation surface M is a Fuchsian group M,now known as the Veech group of M,which is typically trivial.Veech found M and P forwhich this group is a non-arithmetic lattice in SL2(R).We will call these lattice surfaces and lattice polygons respectively.Veech investigated the SL2(R)-action on the moduli space of translation surfaces,and building on earlier work of Masur,showed that lattice surfaces haveoptimal dynamics.From this it follows that lattice polygons have optimal dynamics.This chain of reasoning remains valid if one starts with a parking garage instead of apolygon;namely,the unfolding construction associates a translation surface to a parkinggarage,and one may define a lattice parking garage in an analogous way.The arguments ofVeech then show that the billiardflow in a lattice parking garage has optimal dynamics.Thisgeneralization is not vacuous:lattice parking garages,which are not polygons,were recentlydiscovered by Bouw and Möller[2].The term‘parking garage’was coined by Möller.A natural question is whether Veech’s result admits a converse,i.e.whether non-latticepolygons or parking garages may also have optimal dynamics.In[11],Smillie and the sec-ond-named author showed that there are non-lattice translation surfaces which have optimaldynamics.However translation surfaces arising from billiards form a set of measure zero inthe moduli space of translation surfaces,and it was not clear whether the examples of[11]arise from polygons or parking garages.In this paper we show:Theorem1.1There are non-lattice parking garages with optimal dynamics.An example of such a parking garage is shown in Fig.1.Veech’s work shows that for lattice polygons,the directions in which all orbits are periodicare precisely those containing a saddle connection,i.e.a billiard path connecting corners ofthe polygon which unfold to singularities of the corresponding surface.Following Cheunget al.[3],if a polygon P has optimal dynamics,and the periodic directions coincide with thedirections of saddle connections,we will say that P satisfies strict ergodicity and topologicaldichotomy.It is not clear to us whether our example satisfies this stronger property.As weexplain in Remark3.2below,this would follow if it were known that the center of the regularn-gon is a‘connection point’in the sense of Gutkin,Hubert and Schmidt[8]for some nwhich is an odd multiple of3.Veech also showed that for a lattice polygon P,the number N P(T)of periodic strips on P of length at most T satisfies a quadratic growth estimate of the form N P(T)∼cT2for a positive constant c.As we explain in Remark3.3,our examples also satisfy such a quadratic growth estimate.1But dating back at least to Fox and Kershner[7].Fig.1A non-lattice parkinggarage with optimal dynamics.(Here 2/n represents angle 2π/n )It remains an open question whether there is a genuine polygon which has optimal dynam-ics and is not a lattice polygon.Although our results make it seem likely that such a polygon exists,in her M.Sc.thesis [4],the first-named author obtained severe restrictions on such a polygon.In particular she showed that there are no such polygons which may be constructed from any of the currently known lattice examples via the covering construction as in [11,13].We explain these results and prove a representative special case in §4.2PreliminariesIn this section we cite some results which we will need,and deduce simple consequences.For the sake of brevity we will refer the reader to [10,11,16]for definitions of translation surfaces.Suppose S 1,S 2are compact orientable surfaces and π:S 2→S 1is a branched cover.That is,πis continuous and surjective,and there is a finite 1⊂S 1,called the set of branch points ,such that for 2=π−1( 1),the restriction of πto S 2 2is a covering map of finite degree d ,and for any p ∈ 1,#π−1(p )<d .A ramification point is a point q ∈ 2for which there is a neighborhood U such that {q }=U ∩π−1(π(q ))and for all u ∈U {q },# U ∩π−1(π(u )) ≥2.If M 1,M 2are translation surfaces,a translation map is a surjective map M 2→M 1which is a translation in charts.It is a branched cover.In contrast to other authors (cf.[8,13]),we do not require that the set of branch points be distinct from the singularities of M 1,or that they be marked.It is clear that the ramification points of the cover are singularities on M 2.If M is a lattice surface,a point p ∈M is called periodic if its orbit under the group of affine automorphisms of M is finite.A point p ∈M is called a connection point if any seg-ment joining a singularity with p is contained in a saddle connection (i.e.a segment joining singularities)on M .The following proposition summarizes results discussed in [7,9–11]:Proposition 2.1(a)A non-minimal direction on a translation surface contains a saddle connection.(b)If M 1is a lattice surface,M 2→M 1is translation map with a unique branch point,then any minimal direction on M 2is uniquely ergodic.(c)If M2→M1is a translation map such that M1is a lattice surface,then all branchpoints are periodic if and only if M2is a lattice surface.(d)If M2→M1is a translation map with a unique branch point,such that M1is a latticesurface and the branch point is a connection point,then any saddle connection direction on M2is periodic.Corollary2.2Let M2→M1be a translation map such that M1is a lattice surface with a unique branch point p.Then:(1)M2has optimal dynamics.(2)If p is a connection point then M2satisfies topological dichotomy and strict ergodicity.(3)If p is not a periodic point then M2is not a lattice surface.Proof To prove(1),by(b),the minimal directions are uniquely ergodic,and we need to prove that the remaining directions are either completely periodic or uniquely ergodic. By(a),in any non-minimal direction on M2there is a saddle connectionδ,and there are three possibilities:(i)δprojects to a saddle connection on M1.(ii)δprojects to a geodesic segment connecting the branch point p to itself.(iii)δprojects to a geodesic segment connecting p to a singularity.In case(i)and(ii)since M1is a lattice surface,the direction is periodic on M1,hence on M2as well.In case(iii),there are two subcases:ifδprojects to a part of a saddle connec-tion on M1,then it is also a periodic direction.Otherwise,in light of Proposition2.1(a),the direction must be minimal in M1,and hence,by Proposition2.1(b),uniquely ergodic in M2. This proves(1).Note also that if p is a connection point then the last subcase does not arise, so all directions which are non-minimal on M2are periodic.This proves(2).Statement(3) follows from(c).We now describe the unfolding construction[7,15],extended to parking garages.Let P=(h:N→R2).An edge of P is a connected subset L of∂N such that h(L)is a straight segment and L is maximal with these properties(with respect to inclusion).A vertex of P is any point which is an endpoint of an edge.The angle at a vertex is the total interior angle, measured via the pullback of the Euclidean metric,at the vertex.By convention we always choose the positive angles.Note that for polygons,angles are less than2π,but for parking garages there is no apriori upper bound on the angle at a vertex.Since our parking garages are rational,all angles are rational multiples ofπ,and we always write them as p/q,omitting πfrom the notation.Let G P be the dihedral group generated by the linear parts of reflections in h(L),for all edges L.For the sake of brevity,if there is a reflection with linear part gfixing a line parallel to L,we will say that gfixes L.Let S be the topological space obtained from N×G P by identifying(x,g1)with(x,g2)whenever g−11g2fixes an edge containing h(x).Topologically S is a compact orientable surface,and the immersions g◦h on each N×{g}induce an atlas of charts to R2which endows S with a translation surface structure.We denote this translation surface by M P,and writeπP for the map N×G P→M P.We will be interested in a‘partial unfolding’which is a variant of this construction,in which we reflect a parking garage repeatedly around several of its edges to form a larger parking garage.Formally,suppose P=(h:N→R2)and Q=(h :N →R2)are parking garages.For ≥1,we say that P tiles Q by reflections,and that is the number of tiles,if the following holds.There are maps h 1,...h :N→N and g1,...,g ∈G P(not necessarily distinct)satisfying:(A)The h i are homeomorphisms onto their images,and N = h i (N ).(B)For each i ,the linear part of h ◦h i ◦h −1is everywhere equal to g i .(C)For each 1≤i <j ≤ ,let L i j =h i (N )∩h j (N )and L =(h i )−1(L i j ).Then (h j )−1◦h i is the identity on L ,and L is either empty,or a vertex,or an edge of P .If L is an edge then h i (N )∪h j (N )is a neighborhood of L i j.If L i j is a vertex then there is a finite set of i =i 1,i 2,...,i k =j such that h i s (N )contains a neighborhood of L i j ,and each consecutive pair h i t (N ),h i t +1(N )intersect along an edge containing L i j .V orobets [13]realized that a tiling of parking garages gives rise to a branched cover.More precisely:Proposition 2.3Suppose P tiles Q by reflections with tiles,M P ,M Q are the correspond-ing translation surfaces obtained via the unfolding construction,and G P ,G Q are the cor-responding reflection groups.Then there is a translation map M Q →M P ,such that the following hold:(1)G Q ⊂G P .(2)The branch points are contained in the G P -orbit of the vertices of P .(3)The degree of the cover is [G P :G Q ].(4)Let z ∈M P be a point which is represented (as an element of N ×{1,...,r })by(x ,k )with x a vertex in P with angle m n (where gcd (m ,n )=1).Let (y i )⊂M Q be the pre-images of z,with angles k i m n in Q .Then z is a branch point of the cover if and only if k i n for some i.Proof Assertion (1)follows from the fact that Q is tiled by P .Since this will be impor-tant in the sequel,we will describe the covering map M Q →M P in detail.We will map (x ,g )∈N ×G Q to πP (x ,gg i )∈M P ,where x =h i (x ).We now check that this map is independent of the choice of x ,i ,and descends to a well-defined map M Q →M P ,which is a translation in charts.If x =h i (x 1)=h j (x 2)then x 1=x 2since (h i )−1◦h j is the identity.If x is in the relative interior of an edge L i j thenπP (x ,gg i )=πP (x ,gg j )(1)since (gg i )−1gg j =g −1i g j fixes an edge containing h (x 1).If x 1is a vertex of P then one proves (1)by an induction on k ,where k is as in (C).This shows that the map is well-defined.We now show that it descends to a map M Q →M P .Suppose (x ,g ),(x ,g )are two points in N ×G Q which are identified in M Q ,i.e.x ∈∂N is in the relative interior of an edge fixed by g −1g .By (C)there is a unique i such that x is in the image of h i .Thus (x ,g )maps to (x ,gg i )and (x ,g )maps to (x ,g g i ),and g −1i g −1g g i fixes the edge through x =g −1i (x ).It remains to show that the map we have defined is a translation in charts.This follows immediately from the chain rule and (B).Assertion (2)is simple and left to the reader.For assertion (3)we note that M P (resp.M Q )is made of |G P |(resp. |G Q |)copies of P .The point z will be a branch point if and only if the total angle around z ∈M P differs from the total angle around one of the pre-images y i ∈M Q .The total angle at a singularity corresponding to a vertex with angle r /s (where gcd (r ,s )=1)is 2r π,thus the total angle at z is 2m πand the total angle at y i is 2k i m πgcd (k i ,n ).Assertion (4)follows.3Non-lattice dynamically optimal parking garagesIn this section we prove the following result,which immediately implies Theorem1.1: Theorem3.1Let n≥9be an odd number divisible by3,and let P be an isosceles triangle with equal angles1/n.Let Q be the parking garage made of four copies of P glued as in Fig.1, so that Q has vertices(in cyclic order)with angles1/n,2/n,3/n,(n−2)/n,2/n,3(n−2)/n. Then M P is a lattice surface and M Q→M P is a translation map with one aperiodic branchpoint.In particular Q is a non-lattice parking garage with optimal dynamics.Proof The translation surface M P is the double n-gon,one of Veech’s original examples of lattice surfaces[12].The groups G P and G Q are both equal to the dihedral group D n.Thus by Proposition2.3,the degree of the cover M Q→M P is four.Again by Proposition2.3, since n is odd and divisible by3,the only vertices which correspond to branch points are the two vertices z1,z2with angle2/n(they correspond to the case k i=2while the other vertices correspond to1or3).In the surface M P there are two points which correspond to vertices of equal angle in P(the centers of the two n-gons),and these points are known to be aperiodic [9].We need to check that z1and z2both map to the same point in M P.This follows from the fact that both are opposite the vertex z3with angle3/n,which also corresponds to the center of an n-gon,so in M P project to a point which is distinct from z3. Remark3.2As of this writing,it is not known whether the center of the regular n-gon is a connection point on the double n-gon surface.If this turns out to be the case for some n which is an odd multiple of3,then by Corollary2.2(2),our construction satisfies strict ergodicity and topological dichotomy.See[1]for some recent related results.Remark3.3Since our examples are obtained by taking branched covers over lattice surfaces, a theorem of Eskin et al.[6,Thm.8.12]shows that our examples also satisfy a quadratic growth estimate of the form N P(T)∼cT2;moreover§9of[6]explains how one may explicitly compute the constant c.4Non-lattice optimal polygons are hard tofindIn this section we present results indicating that the above considerations will not easily yield a non-lattice polygon with optimal dynamics.Isolating the properties necessary for our proof of Theorem3.1,we say that a pair of polygons(P,Q)is suitable if the following hold:•P is a lattice polygon.•P tiles Q by reflections.•The corresponding cover M Q→M P as in Proposition2.3has a unique branch point which is aperiodic.In her M.Sc.thesis at Ben Gurion University,thefirst-named author conducted an exten-sive search for a suitable pair of polygons.By Corollary2.2,such a pair will have yielded a non-lattice polygon with optimal dynamics.The search begins with a list of candidates for P,i.e.a list of currently known lattice polygons.At present,due to work of many authors, there is a fairly large list of known lattice polygons but there is no classification of all lattice polygons.In[4],the full list of lattice polygons known as of this writing is given,and the following is proved:Theorem4.1(M.Cohen)Among the list of lattice surfaces given in[4],there is no P for which there is Q such that(P,Q)is a suitable pair.The proof of Theorem4.1contains a detailed case-by-case analysis for each of the differ-ent possible P.These cases involve some common arguments which we will illustrate in this section,by proving the special case in which P is any of the obtuse triangles investigated byWard[14]:Theorem4.2For n≥4,let P=P n be the(lattice)triangle with angles1n,12n,2n−32n.Then there is no polygon Q for which(P,Q)is a suitable pair.Our proof relies on some auxiliary statements which are of independent interest.In all of them,M Q→M P is the branched cover with unique branch point corresponding to a suitable pair(P,Q).These statements are also valid in the more general case in which P,Q are parking garages.Recall that an affine automorphism of a translation surface is a homeomorphism which is linear in charts.We denote by Aff(M)the group of affine automorphisms of M and by D:Aff(M)→GL2(R)the homomorphism mapping an affine automorphism to its linear part.Note that we allow orientation-reversing affine automorphisms,i.e.detϕmay be1 or−1.We now explain how G P acts on M P by translation equivalence.LetπP:N×G P→M P and S be as in the discussion preceding Proposition2.3,and let g∈G P.Since the left action of g on G is a permutation and preserves the gluing ruleπP,the map N×G P→N×G P sending(x,g )to(x,g−1g )induces a homeomorphismϕ:S→S and g◦h◦ϕis a translation in charts.Thus g∈G P gives a translation isomorphism of M P,and similarly g∈G P gives a translation isomorphism of M Q.Lemma4.3The branch point of the cover p:M Q→M P isfixed by G Q.Proof Since G Q⊂G P,any g∈G Q induces translation isomorphisms of both M P and M Q.We denote both by g.The definition of p given in thefirst paragraph of the proof of Proposition2.3shows that p◦g=g◦p;namely both maps are induced by sending (x ,g )∈N ×G Q toπP(x,gg g i),where x =h i(x).Since the cover p has a unique branch point,any g∈G Q mustfix it. Lemma4.4If an affine automorphismϕof a translation surface has infinitely manyfixed points then Dϕfixes a nonzero vector,in its linear action on R2.Proof Suppose by contradiction that the linear action of Dϕon the plane has zero as a uniquefixed point,and let Fϕbe the set offixed points forϕ.For any x∈Fϕwhich is not a singularity,there is a chart from a neighborhood U x of x to R2with x→0,and a smaller neighborhood V x⊂U x,such thatϕ(V x)⊂U x and when expressed in this chart,ϕ|V x is given by the linear action of Dϕon the plane.In particular x is the onlyfixed point in V x. Similarly,if x∈Fϕis a singularity,then there is a neighborhood U x of x which maps to R2 via afinite branched cover ramified at x→0,such that the action ofϕin V x⊂U x covers the linear action of Dϕ.Again we see that x is the onlyfixed point in V x.By compactness wefind that Fϕisfinite,contrary to hypothesis. Lemma4.5Suppose M is a lattice surface andϕ∈Aff(M)has Dϕ=−Id.Then afixed point forϕis periodic.Proof LetF1={σ∈Aff(M):Dσ=−Id}.Thenϕ∈F1and F1isfinite,since it is a coset for the group ker D which is known to be finite.Let A⊂M be the set of points which arefixed by someσ∈F1.By Lemma4.4this is afinite set,which contains thefixed points forϕ.Thus in order to prove the Lemma,it suffices to show that A is Aff(M)-invariant.Letψ∈Aff(M),and let x∈A,so that x=σ(x)with Dσ=−Id.Since-Id is central in GL2(R),D(σψ)=D(ψσ),so there is f∈ker D such thatψσ=fσψ.Thereforeψ(x)=ψσ(x)=fσψ(x),and fσ∈F1.This proves thatψ(x)∈A.Remark4.6This improves Theorem10of[8],where a similar conclusion is obtained under the additional assumptions that M is hyperelliptic and Aff(M)is generated by elliptic ele-ments.The following are immediate consequences:Corollary4.7Suppose(P,Q)is a suitable pair.Then•−Id/∈D(G Q).•None of the angles between two edges of Q are of the form p/q with gcd(p,q)=1and q even.Proof of Theorem4.2We will suppose that Q is such that(P,Q)are a suitable pair and reach a contradiction.If n is even,then Aff(M P)contains a rotation byπwhichfixes the points in M P coming from vertices of P.Thus by Lemma4.5all vertices of P give rise to periodic points,contradicting Proposition2.1(c).So n must be odd.Let x1,x2,x3be the vertices of P with corresponding angles1/n,1/2n,(2n−3)/2n. Then x3gives rise to a singularity,hence a periodic point.Also using Lemma4.5and the rotation byπ,one sees that x2also gives rise to a periodic point.So the unique branch point must correspond to the vertex x1.The images of the vertex x1in P give rise to two regular points in M P,marked c1,c2in Fig.2.Any element of G P acts on{c1,c2}by a permutation, so by Lemma4.3,G Q must be contained in the subgroup of index twofixing both of the c i. Let e1be the edge of P opposite x1.Since the reflection in e1,or any edge which is an image of e1under G P,swaps the c i,we have:e1is not a boundary edge of Q.(2) We now claim that in Q,any vertex which corresponds to the vertex x3from P is alwaysdoubled,i.e.consists of an angle of(2n−3)/n.Indeed,for any polygon P0,the group G P0 is the dihedral group D N where N is the least common multiple of the denominators of theangles at vertices of P0.In particular it contains-Id when N is even.Writing(2n−3)/2n in reduced form we have an even denominator,and since,by Corollary4.7,−Id/∈G Q,in Q the angle at vertex x3must be multiplied by an even integer2k.Since2k(2n−3)/2n is bigger than2if k>1,and since the total angle at a vertex of a polygon is less than2π,we must have k=1,i.e.any vertex in Q corresponding to the vertex x3is always doubled.This establishes the claim.It is here that we have used the assumption that Q is a polygon and not a parking garage.Fig.2Ward’s surface,n=5Fig.3Two options to start the construction ofQThere are two possible configurations in which a vertex x3is doubled,as shown in Fig.3. The bold lines indicate lines which are external,i.e.boundary edges of Q.By(2),the con-figuration on the right cannot occur.Let us denote the polygon on the left hand side of Fig.3by Q0.It cannot be equal to Q,since it is a lattice polygon.We now enlarge Q0by adding copies of P step by step,as described in Fig.4.Without loss of generality wefirst add triangle number1.By(2),the broken line indicates a side which must be internal in Q.Therefore,we add triangle number 2.We denote the resulting polygon by Q1.One can check by computing angles,using thefact that n is odd,and using Proposition2.3(4)that the cover M Q1→M P will branch overthe points a corresponding to vertex x2.Since the allowed branching is only over the points corresponding to x1,we must have Q1 Q,so we continue the construction.Without loss of generality we add triangle number3.Again,by(2),the broken line indicates a side which must be internal in Q.Therefore,we add triangle number4,obtaining Q2.Now,using Prop-osition2.3(4)again,in the cover M Q2→M P we have branching over two vertices u andv which are both of type x1and correspond to distinct points c1and c2in M P.This implies Q2 Q.Fig.4Steps of the construction of QSince both vertices u and v are delimited by2external sides,we cannot change the angle to prevent the branching over one of these points.This means that no matter how we continue to construct Q,the branching in the cover M Q→M P will occur over at least two points—a contradiction.Acknowledgments We are grateful to Yitwah Cheung and Patrick Hooper for helpful discussions,and to the referee for a careful reading and helpful remarks which improved the presentation.This research was supported by the Israel Science Foundation and the Binational Science Foundation.References1.Arnoux,P.,Schmidt,T.:Veech surfaces with non-periodic directions in the tracefield.J.Mod.Dyn.3(4),611–629(2009)2.Bouw,I.,Möller,M.:Teichmüller curves,triangle groups,and Lyapunov exponents.Ann.Math.172,139–185(2010)3.Cheung,Y.,Hubert,P.,Masur,H.:Topological dichotomy and strict ergodicity for translation surfaces.Ergod.Theory Dyn.Syst.28,1729–1748(2008)4.Cohen,M.:Looking for a Billiard Table which is not a Lattice Polygon but satisfies the Veech dichotomy,M.Sc.thesis,Ben-Gurion University(2010)/pdf/1011.32175.DeMarco,L.:The conformal geometry of billiards.Bull.AMS48(1),33–52(2011)6.Eskin,A.,Marklof,J.,Morris,D.:Unipotentflows on the space of branched covers of Veech surfaces.Ergod.Theorm Dyn.Syst.26(1),129–162(2006)7.Fox,R.H.,Kershner,R.B.:Concerning the transitive properties of geodesics on a rational polyhe-dron.Duke Math.J.2(1),147–150(1936)8.Gutkin,E.,Hubert,P.,Schmidt,T.:Affine diffeomorphisms of translation surfaces:Periodic points,Fuchsian groups,and arithmeticity.Ann.Sci.École Norm.Sup.(4)36,847–866(2003)9.Hubert,P.,Schmidt,T.:Infinitely generated Veech groups.Duke Math.J.123(1),49–69(2004)10.Masur,H.,Tabachnikov,S.:Rational billiards andflat structures.In:Handbook of dynamical systems,vol.1A,pp.1015–1089.North-Holland,Amsterdam(2002)11.Smillie,J.,Weiss,B.:Veech dichotomy and the lattice property.Ergod.Theorm.Dyn.Syst.28,1959–1972(2008)Geom Dedicata12.Veech,W.A.:Teichmüller curves in moduli space,Eisenstein series and an application to triangularbilliards.Invent.Math.97,553–583(1989)13.V orobets,Y.:Planar structures and billiards in rational polygons:the Veech alternative.(Russian);trans-lation in Russian Math.Surveys51(5),779–817(1996)14.Ward,C.C.:Calculation of Fuchsian groups associated to billiards in a rational triangle.Ergod.TheoryDyn.Syst.18,1019–1042(1998)15.Zemlyakov,A.,Katok,A.:Topological transitivity of billiards in polygons,Math.Notes USSR Acad.Sci:18:2291–300(1975).(English translation in Math.Notes18:2760–764)16.Zorich,A.:Flat surfaces.In:Cartier,P.,Julia,B.,Moussa,P.,Vanhove,P.(eds.)Frontiers in numbertheory,physics and geometry,Springer,Berlin(2006)123。
毕业论文外文翻译范例

外文原文(一)Savigny and his Anglo-American Disciple s*M. H. HoeflichFriedrich Carl von Savigny, nobleman, law reformer, champion of the revived German professoriate, and founder of the Historical School of jurisprudence, not only helped to revolutionize the study of law and legal institutions in Germany and in other civil law countries, but also exercised a profound influence on many of the most creative jurists and legal scholars in England and the United States. Nevertheless, tracing the influence of an individual is always a difficult task. It is especially difficult as regards Savigny and the approach to law and legal sources propounded by the Historical School. This difficulty arises, in part, because Savigny was not alone in adopting this approach. Hugo, for instance, espoused quite similar ideas in Germany; George Long echoed many of these concepts in England during the 1850s, and, of course, Sir Henry Sumner Maine also espoused many of these same concepts central to historical jurisprudence in England in the 1860s and 1870s. Thus, when one looks at the doctrinal writings of British and American jurists and legal scholars in the period before 1875, it is often impossible to say with any certainty that a particular idea which sounds very much the sort of thing that might, indeed, have been derived from Savigny's works, was, in fact, so derived. It is possible, nevertheless, to trace much of the influence of Savigny and his legal writings in the United States and in Great Britain during this period with some certainty because so great was his fame and so great was the respect accorded to his published work that explicit references to him and to his work abound in the doctrinal writing of this period, as well as in actual law cases in the courts. Thus, Max Gutzwiller, in his classic study Der einfluss Savignys auf die Entwicklung des International privatrechts, was able to show how Savigny's ideas on conflict of laws influenced such English and American scholars as Story, Phillimore, Burge, and Dicey. Similarly, Andreas Schwarz, in his "Einflusse Deutscher Zivilistik im Auslande," briefly sketched Savigny's influence upon John Austin, Frederick Pollock, and James Bryce. In this article I wish to examine Savigny's influence over a broader spectrum and to draw a picture of his general fame and reputation both in Britain and in the United States as the leading Romanist, legal historian, and German legal academic of his day. The picture of this Anglo-American respect accorded to Savigny and the historical school of jurisprudence which emerges from these sources is fascinating. It sheds light not only upon Savigny’s trans-channel, trans-Atlantic fame, but also upon the extraordinarily*M.H.Hoeflich, Savigny and his Anglo-American Disciples, American Journal of Comparative Law, vol.37, No.1, 1989.cosmopolitan outlook of many of the leading American and English jurists of the time. Of course, when one sets out to trace the influence of a particular individual and his work, it is necessary to demonstrate, if possible, precisely how knowledge of the man and his work was transmitted. In the case of Savigny and his work on Roman law and ideas of historical jurisprudence, there were three principal modes of transmission. First, there was the direct influence he exercised through his contacts with American lawyers and scholars. Second, there was the influence he exercised through his books. Third, there was the influence he exerted indirectly through intermediate scholars and their works. Let us examine each mode separately.I.INFLUENCE OF THE TRANSLATED WORKSWhile American and British interest in German legal scholarship was high in the antebellum period, the number of American and English jurists who could read German fluently was relatively low. Even those who borrowed from the Germans, for instance, Joseph Story, most often had to depend upon translations. It is thus quite important that Savigny’s works were amongst the most frequently translated into English, both in the United States and in Great Britain. His most influential early work, the Vom Beruf unserer Zeitfur Rechtsgeschichte und Gestzgebung, was translated into English by Abraham Hayward and published in London in 1831. Two years earlier the first volume of his History of Roman Law in the Middle Ages was translated by Cathcart and published in Edinburgh. In 1830, as well, a French translation was published at Paris. Sir Erskine Perry's translation of Savigny's Treatise on Possession was published in London in 1848. This was followed by Archibald Brown's epitome of the treatise on possession in 1872 and Rattigan's translation of the second volume of the System as Jural Relations or the Law of Persons in 1884. Guthrie published a translation of the seventh volume of the System as Private International Law at Edinburgh in 1869. Indeed, two English translations were even published in the far flung corners of the British Raj. A translation of the first volume of the System was published by William Holloway at Madras in 1867 and the volume on possession was translated by Kelleher and published at Calcutta in 1888. Thus, the determined English-speaking scholar had ample access to Savigny's works throughout the nineteenth century.Equally important for the dissemination of Savigny's ideas were those books and articles published in English that explained and analyzed his works. A number of these must have played an important role in this process. One of the earliest of these is John Reddie's Historical Notices of the Roman law and of the Progress of its Study in Germany, published at Edinburgh in 1826. Reddie was a noted Scots jurist and held the Gottingen J.U.D. The book, significantly, is dedicated to Gustav Hugo. It is of that genre known as an external history of Roman law-not so much a history of substantive Roman legal doctrine but rather a historyof Roman legal institutions and of the study of Roman law from antiquity through the nineteenth century. It is very much a polemic for the study of Roman law and for the Historical School. It imparts to the reader the excitement of Savigny and his followers about the study of law historically and it is clear that no reader of the work could possibly be left unmoved. It is, in short, the first work of public relations in English on behalf of Savigny and his ideas.Having mentioned Reddie's promotion of Savigny and the Historical School, it is important to understand the level of excitement with which things Roman and especially Roman law were greeted during this period. Many of the finest American jurists were attracted-to use Peter Stein's term-to Roman and Civil law, but attracted in a way that, at times, seems to have been more enthusiastic than intellectual. Similarly, Roman and Civil law excited much interest in Great Britain, as illustrated by the distinctly Roman influence to be found in the work of John Austin. The attraction of Roman and Civil law can be illustrated and best understood, perhaps, in the context of the publicity and excitement in the English-speaking world surrounding the discovery of the only complete manuscript of the classical Roman jurist Gaius' Institutes in Italy in 1816 by the ancient historian and German consul at Rome, B.G. Niebuhr. Niebuhr, the greatest ancient historian of his time, turned to Savigny for help with the Gaius manuscript (indeed, it was Savigny who recognized the manuscript for what it was) and, almost immediately, the books and journals-not just law journals by any means-were filled with accounts of the discovery, its importance to legal historical studies, and, of course, what it said. For instance, the second volume of the American Jurist contains a long article on the civil law by the scholarly Boston lawyer and classicist, John Pickering. The first quarter of the article is a gushing account of the discovery and first publication of the Gaius manuscript and a paean to Niebuhr and Savigny for their role in this. Similarly, in an article published in the London Law Magazine in 1829 on the civil law, the author contemptuously refers to a certain professor who continued to tell his students that the text of Gaius' Institutes was lost for all time. What could better show his ignorance of all things legal and literary than to be unaware of Niebuhr's great discovery?Another example of this reaction to the discovery of the Gaius palimpsest is to be found in David Irving's Introduction to the Study of the Civil Law. This volume is also more a history of Roman legal scholarship and sources than a study of substantive Roman law. Its pages are filled with references to Savigny's Geschichte and its approach clearly reflects the influence of the Historical School. Indeed, Irving speaks of Savigny's work as "one of the most remarkable productions of the age." He must have been truly impressed with German scholarship and must also have been able to convince the Faculty of Advocates, forwhom he was librarian, of the worth of German scholarship, for in 1820 the Faculty sent him to Gottingen so that he might study their law libraries. Irving devotes several pages of his elementary textbook on Roman law to the praise of the "remarkable" discovery of the Gaius palimpsest. He traces the discovery of the text by Niebuhr and Savigny in language that would have befitted an adventure tale. He elaborates on the various labors required to produce a new edition of the text and was particularly impressed by the use of a then new chemical process to make the under text of the palimpsest visible. He speaks of the reception of the new text as being greeted with "ardor and exultation" strong words for those who spend their lives amidst the "musty tomes" of the Roman law.This excitement over the Verona Gaius is really rather strange. Much of the substance of the Gaius text was already known to legal historians and civil lawyers from its incorporation into Justinian's Institutes and so, from a substantive legal perspective, the find was not crucial. The Gaius did provide new information on Roman procedural rules and it did also provide additional information for those scholars attempting to reconstruct pre-Justinianic Roman law. Nevertheless, these contributions alone seem hardly able to justify the excitement the discovery caused. Instead, I think that the Verona Gaius discovery simply hit a chord in the literary and legal community much the same as did the discovery of the Rosetta Stone or of Schliemann’s Troy. Here was a monument of a great civilization brought newly to light and able to be read for the first time in millenia. And just as the Rosetta Stone helped to establish the modern discipline of Egyptology and Schliemann's discoveries assured the development of classical archaeology as a modern academic discipline, the discovery of the Verona Gaius added to the attraction Roman law held for scholars and for lawyers, even amongst those who were not Romanists by profession. Ancillary to this, the discovery and publication of the Gaius manuscript also added to the fame of the two principals involved in the discovery, Niebuhr and Savigny. What this meant in the English-speaking world is that even those who could not or did not wish to read Savigny's technical works knew of him as one of the discoverers of the Gaius text. This fame itself may well have helped in spreading Savigny's legal and philosophical ideas, for, I would suggest, the Gaius "connection" may well have disposed people to read other of Savigny's writings, unconnected to the Gaius, because they were already familiar with his name.Another example of an English-speaking promoter of Savigny is Luther Stearns Cushing, a noted Boston lawyer who lectured on Roman law at the Harvard Law School in 1848-49 and again in 1851- 1852.Cushing published his lectures at Boston in 1854 under the title An Introduction to the Study of Roman Law. He devoted a full chapter to a description of the historical school and to the controversy betweenSavigny and Thibaut over codification. While Cushing attempted to portray fairly the arguments of both sides, he left no doubt as to his preference for Savigny's approach:The labors of the historical school have established an entirely new and distinct era in the study of the Roman jurisprudence; and though these writers cannot be said to have thrown their predecessors into the shade, it seems to be generally admitted, that almost every branch of the Roman law has received some important modification at their hands, and that a knowledge of their writings, to some extent, at least, is essentially necessary to its acquisition.译文(一)萨维尼和他的英美信徒们*M·H·豪弗里奇弗雷德里奇·卡尔·冯·萨维尼出身贵族,是一位出色的法律改革家,也是一位倡导重建德国教授协会的拥护者,还是历史法学派的创建人之一。
毕业论文文献外文翻译----危机管理:预防,诊断和干预文献翻译-中英文文献对照翻译

第1页 共19页中文3572字毕业论文(设计)外文翻译标题:危机管理-预防,诊断和干预一、外文原文标题:标题:Crisis management: prevention, diagnosis and Crisis management: prevention, diagnosis andintervention 原文:原文:The Thepremise of this paper is that crises can be managed much more effectively if the company prepares for them. Therefore, the paper shall review some recent crises, theway they were dealt with, and what can be learned from them. Later, we shall deal with the anatomy of a crisis by looking at some symptoms, and lastly discuss the stages of a crisis andrecommend methods for prevention and intervention. Crisis acknowledgmentAlthough many business leaders will acknowledge thatcrises are a given for virtually every business firm, many of these firms do not take productive steps to address crisis situations. As one survey of Chief Executive officers of Fortune 500 companies discovered, 85 percent said that a crisisin business is inevitable, but only 50 percent of these had taken any productive action in preparing a crisis plan(Augustine, 1995). Companies generally go to great lengths to plan their financial growth and success. But when it comes to crisis management, they often fail to think and prepare for those eventualities that may lead to a company’s total failure.Safety violations, plants in need of repairs, union contracts, management succession, and choosing a brand name, etc. can become crises for which many companies fail to be prepared untilit is too late.The tendency, in general, is to look at the company as a perpetual entity that requires plans for growth. Ignoring the probabilities of disaster is not going to eliminate or delay their occurrences. Strategic planning without inclusion ofcrisis management is like sustaining life without guaranteeinglife. One reason so many companies fail to take steps to proactively plan for crisis events, is that they fail to acknowledge the possibility of a disaster occurring. Like an ostrich with its head in the sand, they simply choose to ignorethe situation, with the hope that by not talking about it, it will not come to pass. Hal Walker, a management consultant, points out “that decisions will be more rational and better received, and the crisis will be of shorter duration, forcompanies who prepare a proactive crisis plan” (Maynard, 1993) .It is said that “there are two kinds of crises: those that thatyou manage, and those that manage you” (Augustine, 1995). Proactive planning helps managers to control and resolve a crisis. Ignoring the possibility of a crisis, on the other hand,could lead to the crisis taking a life of its own. In 1979, theThree-Mile Island nuclear power plant experienced a crisis whenwarning signals indicated nuclear reactors were at risk of a meltdown. The system was equipped with a hundred or more different alarms and they all went off. But for those who shouldhave taken the necessary steps to resolve the situation, therewere no planned instructions as to what should be done first. Hence, the crisis was not acknowledged in the beginning and itbecame a chronic event.In June 1997, Nike faced a crisis for which they had no existi existing frame of reference. A new design on the company’s ng frame of reference. A new design on the company’s Summer Hoop line of basketball shoes - with the word air writtenin flaming letters - had sparked a protest by Muslims, who complained the logo resembled the Arabic word for Allah, or God.The council of American-Islamic Relations threatened aa globalNike boycott. Nike apologized, recalled 38,000 pairs of shoes,and discontinued the line (Brindley, 1997). To create the brand,Nike had spent a considerable amount of time and money, but hadnever put together a general framework or policy to deal with such controversies. To their dismay, and financial loss, Nike officials had no choice but to react to the crisis. This incident has definitely signaled to the company that spending a little more time would have prevented the crisis. Nonetheless,it has taught the company a lesson in strategic crisis management planning.In a business organization, symptoms or signals can alert the strategic planners or executives of an eminent crisis. Slipping market share, losing strategic synergy anddiminishing productivity per man hour, as well as trends, issues and developments in the socio-economic, political and competitive environments, can signal crises, the effects of which can be very detrimental. After all, business failures and bankruptcies are not intended. They do not usually happen overnight. They occur more because of the lack of attention to symptoms than any other factor.Stages of a crisisMost crises do not occur suddenly. The signals can usuallybe picked up and the symptoms checked as they emerge. A company determined to address these issues realizes that the real challenge is not just to recognize crises, but to recognize themin a timely fashion (Darling et al., 1996). A crisis can consistof four different and distinct stages (Fink, 1986). The phasesare: prodromal crisis stage, acute crisis stage, chronic crisisstage and crisis resolution stage.Modern organizations are often called “organic” due tothe fact that they are not immune from the elements of their surrounding environments. Very much like a living organism, organizations can be affected by environmental factors both positively and negatively. But today’s successfulorganizations are characterized by the ability to adapt by recognizing important environmental factors, analyzing them, evaluating the impacts and reacting to them. The art of strategic planning (as it relates to crisis management)involves all of the above activities. The right strategy, in general, provides for preventive measures, and treatment or resolution efforts both proactively and reactively. It wouldbe quite appropriate to examine the first three stages of acrisis before taking up the treatment, resolution or intervention stage.Prodromal crisis stageIn the field of medicine, a prodrome is a symptom of the onset of a disease. It gives a warning signal. In business organizations, the warning lights are always blinking. No matter how successful the organization, a number of issues andtrends may concern the business if proper and timely attentionis paid to them. For example, in 1995, Baring Bank, a UK financial institution which had been in existence since 1763,ample opportunitysuddenly and unexpectedly failed. There wasfor the bank to catch the signals that something bad was on thehorizon, but the company’s efforts to detect that were thwarted by an internal structure that allowed a single employee both to conduct and to oversee his own investment trades, and the breakdown of management oversight and internalcontrol systems (Mitroff et al., 1996). Likewise, looking in retrospect, McDonald’s fast food chain was given the prodromalsymptoms before the elderly lady sued them for the spilling ofa very hot cup of coffee on her lap - an event that resulted in a substantial financial loss and tarnished image of thecompany. Numerous consumers had complained about thetemperature of the coffee. The warning light was on, but the company did not pay attention. It would have been much simplerto pick up the signal, or to check the symptom, than facing the consequences.In another case, Jack in the Box, a fast food chain, had several customers suffer intestinal distress after eating at their restaurants. The prodromal symptom was there, but the company took evasive action. Their initial approach was to lookaround for someone to blame. The lack of attention, the evasiveness and the carelessness angered all the constituent groups, including their customers. The unfortunate deaths thatptoms,occurred as a result of the company’s ignoring thesymand the financial losses that followed, caused the company to realize that it would have been easier to manage the crisis directly in the prodromal stage rather than trying to shift theblame.Acute crisis stageA prodromal stage may be oblique and hard to detect. The examples given above, are obvious prodromal, but no action wasWebster’s New Collegiate Dictionary, an acute stage occursacutewhen a symptom “demands urgent attention.” Whether the acutesymptom emerges suddenly or is a transformation of a prodromalstage, an immediate action is required. Diverting funds and other resources to this emerging situation may cause disequilibrium and disturbance in the whole system. It is onlythose organizations that have already prepared a framework forthese crises that can sustain their normal operations. For example, the US public roads and bridges have for a long time reflected a prodromal stage of crisis awareness by showing cracks and occasionally a collapse. It is perhaps in light of the obsessive decision to balance the Federal budget that reacting to the problem has been delayed and ignored. This situation has entered an acute stage and at the time of this writing, it was reported that a bridge in Maryland had just collapsed.The reason why prodromes are so important to catch is thatit is much easier to manage a crisis in this stage. In the caseof most crises, it is much easier and more reliable to take careof the problem before it becomes acute, before it erupts and causes possible complications (Darling et al., 1996). In andamage. However, the losses are incurred. Intel, the largest producer of computer chips in the USA, had to pay an expensiveprice for initially refusing to recall computer chips that proved unreliable o n on certain calculations. The f irmfirm attempted to play the issue down and later learned its lesson. At an acutestage, when accusations were made that the Pentium Chips were not as fast as they claimed, Intel quickly admitted the problem,apologized for it, and set about fixing it (Mitroff et al., 1996). Chronic crisis stageDuring this stage, the symptoms are quite evident and always present. I t isIt is a period of “make or break.” Being the third stage, chronic problems may prompt the company’s management to once and for all do something about the situation. It may be the beginning of recovery for some firms, and a deathknell for others. For example, the Chrysler Corporation was only marginallysuccessful throughout the 1970s. It was not, however, until the company was nearly bankrupt that amanagement shake-out occurred. The drawback at the chronic stage is that, like in a human patient, the company may get used to “quick fixes” and “band “band--aid”approaches. After all, the ailment, the problem and the crisis have become an integral partoverwhelmed by prodromal and acute problems that no time or attention is paid to the chronic problems, or the managers perceive the situation to be tolerable, thus putting the crisison a back burner.Crisis resolutionCrises could be detected at various stages of their development. Since the existing symptoms may be related todifferent problems or crises, there is a great possibility thatthey may be misinterpreted. Therefore, the people in charge maybelieve they have resolved the problem. However, in practicethe symptom is often neglected. In such situations, the symptomwill offer another chance for resolution when it becomes acute,thereby demanding urgent care. Studies indicate that today anincreasing number of companies are issue-oriented and searchfor symptoms. Nevertheless, the lack of experience in resolvinga situation and/or inappropriate handling of a crisis can leadto a chronic stage. Of course, there is this last opportunityto resolve the crisis at the chronic stage. No attempt to resolve the crisis, or improper resolution, can lead to grim consequences that will ultimately plague the organization or even destroy it.It must be noted that an unsolved crisis may not destroy the company. But, its weakening effects can ripple through the organization and create a host of other complications.Preventive effortsThe heart of the resolution of a crisis is in the preventiveefforts the company has initiated. This step, similar to a humanbody, is actually the least expensive, but quite often the mostoverlooked. Preventive measures deal with sensing potential problems (Gonzales-Herrero and Pratt, 1995). Major internalfunctions of a company such as finance, production, procurement, operations, marketing and human resources are sensitive to thesocio-economic, political-legal, competitive, technological, demographic, global and ethical factors of the external environment. What is imminently more sensible and much more manageable, is to identify the processes necessary forassessing and dealing with future crises as they arise (Jacksonand Schantz, 1993). At the core of this process are appropriate information systems, planning procedures, anddecision-making techniques. A soundly-based information system will scan the environment, gather appropriate data, interpret this data into opportunities and challenges, and provide a concretefoundation for strategies that could function as much to avoid crises as to intervene and resolve them.Preventive efforts, as stated before, require preparations before any crisis symptoms set in. Generally strategic forecasting, contingency planning, issues analysis, and scenario analysis help to provide a framework that could be used in avoiding and encountering crises.出处:出处:Toby TobyJ. Kash and John R. Darling . Crisis management: prevention, diagnosis 179-186二、翻译文章标题:危机管理:预防,诊断和干预译文:本文的前提是,如果该公司做好准备得话,危机可以更有效地进行管理。
土木工程外文翻译-原文

外文原文Response of a reinforced concrete infilled—frame structure to removal of twoadjacent columnsMehrdad Sasani_Northeastern University, 400 Snell Engineering Center,Boston,MA 02115, UnitedStatesReceived 27 June 2007;received in revised form 26 December 2007;accepted 24January 2008Available online 19 March 2008AbstractThe response of Hotel San Diego,a six—story reinforced concrete infilled-frame structure,is evaluated following the simultaneous removal of two adjacent exterior columns. Analytical models of the structure using the Finite Element Method as well as the Applied Element Method are used to calculate global and local deformations. The analytical results show good agreement with experimental data. The structure resisted progressive collapse with a measured maximum vertical displacement of only one quarter of an inch (6.4 mm)。
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AN EXPERIMENTAL STUDY OF SPIRAL PLATEHEAT EXCHANGER FOR ELECTROLYTESR.Rajavel 1, K. Saravanan1Department of Mechanical Engineering, Department of Chemical Engineering, Kongu Engineering College, Perundurai, Erode,Tamilnadu, India-638 052 E-mail:rajavel_7@ABSTRACTThis paper presents an experimental investigation of convective heat transfer coefficient for electrolytes using spiral plate heat exchanger. The test section consists of a plate of width 0.315 m, thickness 0.001 m and mean hydraulic diameter of 0.01 m. The mass flow rate of water (hot fluid) is 0.636 kg s -1 and the mass flow rate of electrolytes (cold fluid)varying from 0.483 kg s -1 to 0.704 kg s -1. Experiments have been conducted by varying the mass flow rate, temperature and pressure of cold fluid, keeping the mass flow rate of hot fluid constant. The effects of relevant parameters on spiral heat exchanger are investigated. The data obtained from the experimental study are compared with the theoretical data.Besides, a new correlation for the Nusselt number which can be used for practical applications is developed.Keywords: spiral plate heat exchanger, heat transfer coefficient, mass flow rate, electrolytes.Received 07 December 2007Accepted 12 April 2008INTRODUCTIONHeat exchanger is a device in which energy is transferred from one fluid to another across a solid sur-face. Compact heat exchangers are characterized with its large amount of surface area in a given volume com-pared to traditional heat exchangers, in particular the shell-and-tube type. The most basic compact heat ex-changers have a volume less than 50 % of that of a comparable shell-and-tube heat exchanger, for a given duty. The development and investigation of compact heat exchangers has become an important requirement dur-ing the last few years. The interest stems from various reasons viz. decreasing raw material and energy re-sources, the increasing environmental pollution and in-creasing costs for manufacturing and operation of heat exchangers. Compact heat exchangers are of two types,spiral and plate type heat exchangers. Spiral heat ex-changer is self cleaning equipment with low fouling ten-dencies, easily accessible for inspection or mechanical cleaning and with minimum space requirements. Con-siderable research is being pursued in spiral and helical heat exchanger in heat transfer and flow areas.Seban and McLaughlin [1] calculated heat trans-fer in coiled tubes for both laminar and turbulent flows.Plot of Nusselt versus Graetz numbers were presented for coils with curvature ratios of 17 and 104 with Reynolds numbers ranging from 12 to 5600 for the lami-nar flow region. Prandtl numbers ranged from 100 to 657. Heat transfer and pressure loss in steam heated helically coiled tubes were studied by Rogers and Mayhew [2]. They observed that even for a steam heatedJournal of the University of Chemical Technology and Metallurgy, 43, 2, 2008256apparatus, Uniform wall temperature was not obtained,mainly due to the distribution of the steam condensate over the coil surface. Mori and Nakayama [3] studied the fully developed flow in a curved pipe with a uni-form heat flux for large Dean Numbers. Flow and tem-perature fields were studied both theoretically and ex-perimentally. They assumed that the flow was divided into two sections, a small boundary layer near the pipe wall, and a large core region making up the remaining flow. Pressure drop and heat transfer for laminar flow of glycerol was presented by Kubair and Kuloor [4] for different types of coiled pipes, including helical and spiral configurations. Reynolds numbers were in the range of 80 to 6000 with curvature ratios in the range of 10.3 to 27. The number of turns varies from 7 to 12.The results of Kubair and Kuloor [4] match with those of Seban and McLaughlin [1] at low Graetz numbers,but deviated at higher Graetz numbers.Outside-film and inside-film heat transfer coeffi-cients in an agitated vessel were studied by Jha and Rao [5]. Five different coils were studied, along with different speeds and locations of the agitator. They derived an equa-tion to predict the Nusselt number based on the geom-etry of the helical coil and the location of the agitator.Numerical studies for uniform wall heat flux with pe-ripherally uniform wall temperature for Dean numbers in the range of 1-1200, Prandtl numbers of 0.005-1600,and curvature ratios of 10 to 100 for fully developed velocity and temperature fields were performed by Kalb and Seader [6]. They found that the curvature ratio pa-rameter had insignificant effect on the average Nusselt number for any given Prandtl number. Kalb and Seader [7] furthered this work by applying the method to the case of a uniform wall-temperature boundary condition with Dean numbers up to 1200, Prandtl numbers and curvature ratios in the ranges of 0.05 to 1600 and 10 to 100, respectively. Their results show that there is a slight effect of curvature on the peripheral variation of the Nusselt number. However, it did not affect the average Nusselt number. The effects of buoyancy forces on fully developed laminar flow with constant heat flux were stud-ied analytically by Yao and Berger [8]. Their studies were based on the Boussinesq approximation for the buoy-ancy forces and analyzed for both horizontally and verti-cally orientated curved pipes. Nusselt number relation-ships based on the Reynolds number, Raleigh number and Dean number were presented for both orientations.Laminar flow and heat transfer were studied nu-merically by Zapryanov et al. [9] using a method of frac-tional steps for a wide range of Dean (10 to 7000) and Prandtl [0.005 to 2000] numbers. Their work focused on the case of constant wall temperature and showed that the Nusselt number increased with increasing Prandtl numbers, even for cases at the same Dean number. They also presented a series of isotherms and streamlines for different Dean and Prandtl numbers. The effect of buoy-ancy on the flow field and heat transfer was studied numerically by Lee et al. [10], for the case of fully de-veloped laminar flow and axially steady heat flux with a peripherally constant wall temperature. They found that buoyancy effects resulted in an increase in the average Nusselt number, as well as modifying of the local Nusselt number allocation. It was also found that the buoyancy forces result in a rotation of the orientation of the sec-ondary flow patterns. The heat transfer to a helical coil in an agitated vessel studied by Havas et al. [11] and a correlation was developed for the outer Nusselt num-ber based on a modified Reynolds number, Prandtl number, viscosity ratio, and the ratio of the diameter of the tube to the diameter of the vessel. Heat transfer en-hancements due to chaotic particle paths were studied by Acharya et al. [12, 13] for coiled tubes and alternat-ing axis coils. They developed two correlations of the Nusselt number, for Prandtl numbers less than and greater than one, respectively. Lemenand and Peerhossaini [14] developed a Nusselt number correla-tion based on the Reynolds number, Prandtl number and the number of bends in the pipe. For the same Reynolds and Prandtl numbers, their work showed that the Nusselt number slightly drops off with increasing number of bends.Heat transfer for pulsating flow in a curved pipe was numerically studied by Guo et al. [15] for fully developed turbulent flow in a helical coiled tube. In their work they examined both the pulsating flow and the steady state flow. They developed the following cor-relation (1) for steady turbulent flow for the Reynolds number range of 6000 to 1800000.580.40.328Re Pr Nu = (1)They found that the Reynolds number was in-creased to very large values (>140000), the heat trans-R. Rajavel, K. Saravanan257fer coefficient for coils began to match the heat transfer coefficient for straight tubes. They also presented cor-relations of the peripheral local heat transfer coeffi-cients as a function of the average heat transfer coeffi-cients, Reynolds number, Prandtl number, and the lo-cation on the tube wall. Inagaki et al. [16] studied the outside heat transfer coefficient for helically coiled bundles for Reynolds numbers in the range of 6000 to 22000 and determined that the outside Nusselt number described by the following relationship (2) for their par-ticular setup.0.510.30.78Re Pr Nu = (2)Heat transfer and flow characteristics in the curved tubes have been studied by a number of research-ers. Although some information is currently available to calculate the performance of the spiral plate heat exchanger, there is still room to discuss whether it gives reliable prediction of the performance .This is because the heat transfer and flow characteristics of spiral plate heat exchanger has been studied. In the present study,the heat transfer and flow characteristics of electrolytes for spiral plate heat exchanger have been experimen-Table 1. Dimensions of the spiral plate heat exchanger.tally studied, in addition to the development of a new correlation for nusselt number.EXPERIMENT ALThe experimental setupThe experimental setup consists of spiral heat exchanger, thermometer, and steam purging coil, ma-nometers, pumps and tanks as shown in Fig. 1. The pa-rameters of heat exchanger are shown in the Table 1.The hot fluid inlet pipe is connected at the center core of the spiral heat exchanger and the outlet pipe is taken from periphery of the heat exchanger. The hot fluid is heated by pumping the steam from the boiler to a tem-perature of about 60-70°C and connected to hot fluid tank having a capacity of 1000 liters then the hot solu-tion is pumped to heat exchanger using a 0.5 hp pump.Table 2. Experimental Conditions.Fig. 1. Schematic diagram of experimental apparatus.Journal of the University of Chemical Technology and Metallurgy, 43, 2, 2008258Thus the counter flow of the fluid is achieved. The cold fluid inlet pipe is connected to the periphery of the ex-changer and the outlet is taken from the centre of the heat exchanger. The cold fluid is supplied at room tem-perature from cold solution tank and is pumped to the heat exchanger using a 0.5 hp pump.Experimental procedureThe heat transfer and flow characteristic of elec-trolytes is tested using an Alfa Laval; Model P5-VRB,Spiral plate heat exchanger as shown in Fig. 2. Electro-lytes are used as the cold fluids and the water as the hot fluid. The inlet hot fluid flow rate is kept constant and the inlet cold fluid flow rate is varied using a control valve. The flow of hot and cold fluid is varied using control valves, C1 and C2, respectively. Thermometers T1 and T2 are used to measure inlet temperature of cold and hot fluids, respectively; T3 and T4 are used to measure the outlet temperature of cold and hot flu-ids, respectively. For different cold fluid flow rate the temperatures at the inlet and outlet of hot and cold fluids are recorded, after achieving the steady state. The same procedure is repeated for different hot fluid flow rates and the data related to temperatures the corre-sponding temperatures and mass flow rates are recorded.The mass flow rate is determined by using the Rota-meter fitted at the outlet of the corresponding fluids.The performance of spiral plate heat exchangers mainly depend on mass flow rate of fluid, flow area,pressure drop and logarithmic temperature difference between entering and leaving fluids.CALCULA TION METHODOLOGYThe heat load (Q, Watts) is calculated using the expression()h h hQ m Cp T =∆were h m - Mass flow rate of hot fluid 1kgs − h Cp -Specific heat of hot fluid 11jkg k −− ()h T ∆-Temperature drop of hot fluid, k The overall heat transfer coefficient is obtained from the relation()lmQU A T =∆200025003000350040004500500035004250500057506500725080008750Reynolds NumberH e a t T r a n s f e r C o e f f i c i e n tFig. 2. Variation of Re with heat transfer coefficient for 10 %concentration of electrolytes.were U-Overall heat transfer coefficient 21wm k −−A-Heat transfer area, 2m ()lm T ∆-Logarithmic mean temperature difference, kThe hot fluid side heat transfer coefficient (h h )is estimated using the following relation0.740.40.04Re Pr Nu =h e hh d Nu k =were e d -equivalent diameter of the flow channel, m h k -thermal conductivity of hot fluid, 11wm k −−The cold side heat transfer coefficient is calcu-lated using the expression111h ss ct U h k h =++Reynolds Number Vs Nusselt Number30354045505560657075803800455053006050680075508300Reynolds NumberN u s s e l t N u m b e rFig. 3. Variation of Re with Nu for electrolytes.R. Rajavel, K. Saravanan259Fig. 4. Variation of Nu (Experimental) with Nu (Predicted).where: t-wall thickness of the spiral plate, m ss k -thermal conductivity of the wall.RESULTS AND DISCUSSIONFig. 2 shows the variation of Re with heat trans-fer coefficient of three electrolytes for different inlet temperatures. From the experimental results it is shown that the heat transfer coefficient increases with increas-ing Re of electrolytes. Solvation of ion with water is the reason to account for maximum heat transfer rate.Fig. 3 shows the variation of the Reynolds number with Nusselt number of electrolytes for different inlet tem-peratures. It is clear that the Nusselt number increases with increasing Reynolds number of electrolytes.Reynolds number vs Nusselt numberFig. 4 shows the comparisons of the Nusselt num-bers obtained from the experiment conducted with thosecalculated from theoretically. It can be noted that the experimental and predicted Nusselt numbers fall within ± 13 %. The major discrepancy between the measured data and calculated results may be due to the difference in the configuration of test sections and uncertainty of the correlation.The Nusselt number correlation (eq. 3) for spi-ral plate heat exchanger is expressed as follows. The correlation is obtained by fitting a total of 130 experi-mental data, (R 2 = 0.94).0.8340.1530.0465u e r N R P −= (3)3750 > R e < 8750 4 < Pr < 6Comparison of experimental Nusselt numberwith Holger Martin correlation0.740.40.04Re Pr Nu = (4)4.102<Re<3.104Fig. 5. Holger Martin correlation.Journal of the University of Chemical Technology and Metallurgy, 43, 2, 2008260Comparisons of the Nusselt numbers obtainedfrom the present experiment with those calculated from the existing correlation are shown in Fig.5. It can be noted that the values obtained from the correlation are slightly consistent with the experimental data and lie within ± 20 % for the Holger Martin correlation.CONCLUSIONSThis paper presents new experimental data from the measurement of the heat transfer coefficient of elec-trolytes flowing in a spiral plate heat exchanger. The effects of relevant parameters are investigated. The data obtained from the present study are compared with the theoretical data. In addition a new correlation based on the experimental data is given for practical applications. AcknowledgementsThe authors are grateful to the Management and the Principal of Kongu Engineering College, Erode, Tamilnadu, India, for granting permission to carry out the research work.REFERENCES1. R.A. Seban, E. F. McLaughlin, Heat transfer in tubecoils with laminar and turbulent flow, International Journal of Heat and Mass Transfer, 6, 1963, 387-395.2. G.F.C. Rogers, Y.R. 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