How does transverse (hydrodynamic) flow affect jet-broadening and jet-quenching
阻力专业词汇

VOCABULARYA acceleration due to gravity, g 重力加速度added/additional resistance 附加阻力aft perpendicular, AP 艉柱see forward/fore perpendicular (艏柱) air resistance 空气阻力angle of attack 攻角appendage 附体atmospheric pressure 大气压B ballast 压载see full load (满载)bare-hull resistance 裸船阻力beam/breadth 船宽Bernoulli equation 伯努利方程(又称为压力方程)bilge keel 舭龙骨block coefficient, CB 方形系数blunt 钝的blunt body 钝体see slender body (细长体)streamlined body (流线型物体)bossing (螺旋桨)轴包套boundary layer 边界层bow 船艏see stern (船艉)bulb 球状物,球鼻bulbous bow 球鼻首C calm water 静水= smooth/still watersee rough seas (波涛汹涌的海上)carriage 拖车= towing carriagecirculating water channel 循环水槽、水筒component 分量、组成部分correlation allowance (船模-实船)换算补贴correlation factor (船模-实船)换算因子corrosion 腐蚀crest 波峰= peak, see trough (波谷)cruiser 巡洋舰cruiser stern 巡洋舰尾see transom stern (方尾)curve of cross-sectional areas 横截面面积曲线= sectional area curveD deadweight 总载重、静负载deep water 深水see shallow water (浅水)depth 水深= water depthdimension 量纲、因次、维dimensional analysis 量纲分析dimensionless 无因次的= nondimensionaldimensions 主尺度= principal dimensionsdisplacement 排水(体积、量)displacement ship 排水型船舶see planing craft (滑行艇) displacement volume 排水体积displacement weight 排水量divergent wave 散波see transverse wave (横波)draft/draught 吃水drag 阻力= resistance, see lift (升力)drift angle 漂角= yawed angledynamic viscosity coefficient, μ动力粘性系数see kinematic viscosity coefficient (运动粘性系数)dynamometer 测力仪E eddy 旋涡eddy resistance 旋涡阻力component of the form resistanceeffective power, PE 有效功率empirical formula 经验公式entrance 进流段see run (去流段), parallel body (平行中体)equivalent plank 相当平板estimation 估算experiment 试验、实验= testextrapolation 外插、外插值see interpolation (内插、内插值)F fine 瘦的(船体)see full (丰满的)forward/fore perpendicular, FP 艏柱see aft perpendicular (艉柱) form factor 形状因子form resistance 形状阻力fouling 污底free surface 自由面(水面)free surface elevation 自由面升高、波高fresh water 淡水see salt water (海水)friction 摩擦= skin frictionfrictional resistance 摩擦阻力Froude’s Law of Comparison傅汝德比较律Froude number, Fn 傅汝德数full 丰满的(船体)see fine (瘦的)full load 满载see ballast (压载)fullness 丰满度full-scale trial 实船试验= trialG geometrically similar bodies 几何相似的物体see mechanical similitude (力学相似)gravity 重力H half angle of entrance (on the load waterline) (载荷水线上的)半进水角heel angle 横倾角hollow 凹陷(谷)see hump (凸起(峰))hull 船体hull form 船型= ship formhump 凸起(峰)see hollow (凹陷(谷))hydrodynamic 水动力的hydrodynamic force 水动力hydrodynamics 水动力学I incompressible 不可压缩的interference effects (兴波)干扰效应interpolation 内插、内插值see extrapolation (外插、外插值) inviscid 无粘性的= nonviscous, see viscousirrotational flow 无旋流、势流= potential flowJK kinematic viscosity coefficient, ν运动粘性系数see dynamic viscosity coefficient (动力粘性系数)knot (kn) 节(速度单位)1节= 1海里/小时 1 knot = 1.852km/h = 0.5144m/secL laminar flow 层流see turbulent flow (湍流、紊流) lift 升力= lift force, see drag (阻力)lift force 升力= liftlinear 线性的see nonlinear (非线性的)linear scale ratio, λ = LS/LM缩尺比longitudinal 纵向的see transverse (横向的)M mass density, ρ质量密度mechanics 力学mechanical similitude 力学相似see geometrically similar bodies (几何相似的物体)merchant ship 商船see warship, combatant ship (军舰)midship section 中船横剖面model 船模= ship modelmodel basin 船池= towing tankmodel test/experiment 船模试验N naval architect 造船师naval architecture 造船Newton, N 牛顿(力的单位) 1 N = 1 kg•m/sec2,kN (千牛顿) nondimensional 无因次的= dimensionlessnonlinear 非线性的see linear (线性的)nonviscous 无粘性的= inviscid, see viscous (粘性的)numerical towing tank 数值船池OP parallel body 平行中体see entrance (入流段), run (去流段) parent form 母型parent ship 母型船performance (水动力)性能planing craft 滑行艇see displacement ship(排水型船舶)plank 厚板、平板= platepotential flow 势流、无旋流= irrotational flowsee viscous flow (粘性流)power 功率pressure 压力pressure distribution 压力分布principal dimensions 主尺度= dimensionsprismatic coefficient, CP 棱形系数propeller/screw 螺旋桨proportion 尺度比propulsion test 推进试验propulsive efficiency 推进效率QR residuary/residual resistance 剩余阻力resistance 阻力= dragresistance test/experiment 阻力试验Reynolds number, Rn 雷诺数roughness 粗糙度rough seas 波涛汹涌的海上see calm water (静水)rudder 舵run 去流段see entrance (入流段), parallel body (平行中体) S salt water 海水see fresh water (淡水)scale effect 尺度效应section area 横截面面积self-propelled model 自航模self-propulsion experiment/test 自航试验separation (流动)分离service speed 服务航速shaft bracket (螺旋桨)轴支架shallow water 浅水see deep water (深水)ship form 船型= hull formshoulder 进流段或去流段和平行中体的接合部(肩部)similitude 相似、相似性see mechanical similitude (力学相似) singularity 奇点(包括源、汇、偶极、涡)singularity distribution 奇点分布sink 汇see source (源)sinkage 下沉see trim (纵倾)slender body 细长体see blunt body (钝体)slenderness 细长度smooth/still water 静水= calm watersee rough seas (波涛汹涌的海上)source 源see sink (汇)spray resistance/drag 喷溅阻力stem 船头stern 船艉see bow (船艏)stimulation (湍流)激流streamlined 流线型的streamlined body 流线型物体see blunt body (钝体)submerged body 潜体superstructure (船的)上层建筑surface ship 水面船T test 试验= experimenttotal resistance 总阻力towing carriage 拖车= carriagetowing tank 拖曳水池、船池= model basintransom stern 方尾see cruiser stern (巡洋舰尾)transverse 横向的see longitudinal (纵向的)transverse wave 横波see divergent wave (散波)trial (实船)试验= full-scale trialtrim 纵倾see sinkage (下沉)trim angle 纵倾角trip wire 激流丝see stimulation (激流)trough 波谷see crest (波峰)turbulent flow 湍流、紊流see laminar flow (层流)UV velocity 速度(流速)velocity distribution 速度(流速)分布velocity potential 速度势viscosity 粘性viscous 粘性的see inviscid/nonviscous (无粘性的)viscous flow 粘性流see potential/irrotational flow (势流)viscous force 粘性力viscous pressure resistance 粘压阻力component of the form resistanceviscous resistance 粘性阻力W wake 伴流wake fraction 伴流分数see thrust-deduction fraction (推力减额分数)warship 军舰= combatant shipsee merchant ship (商船)waterline 水线waterplane 水线面water tunnel 水槽、水筒Watt, W 瓦(功率单位) 1 W = 1 N•m/sec,kW (千瓦)wave 波浪、海浪wave-breaking resistance 碎波阻力wave-making resistance 兴波阻力wave pattern 波型wetted surface (船体)湿表面wind tunnel 风洞XY yawed angle 首摇角、漂角= drift angleZABBREVIATIONATTC American Towing Tank Conference 美国船池会议BMT British Maritime Technology 英国海事技术研究所CFD Computational Fluid Dynamics 计算流体动力学DTMB David Taylor Model Basin 美国戴维泰勒船池DTRC David Taylor Research Center 美国戴维泰勒研究中心EFD Experimental Fluid Dynamics 实验流体动力学ITTC International Towing Tank Conference 国际船池会议LCB longitudinal center of buoyancy= longitudinal position of the center of buoyancy 浮心纵向位置LCG longitudinal center of gravity= longitudinal position of the center of gravity 重心纵向位置LWL load-waterline 载荷水线MARIN Maritime Research Institute 荷兰海事研究所NPL National Physical Laboratory 英国国家物理实验室SNAME The Society of Naval Architects and Marine Engineers 美国造船及轮机工程师协会。
扭曲舵设计及性能分析

扭曲舵设计及性能分析王友乾;叶金铭;王威【摘要】The hydrodynamic performance of propeller is analyzed by Star-CCM software.The skew rudder is designed according to the angle of each blade profile in propeller wake field.Transverse force, torque and rudder pressure distribution on the suction surface of skew rudder and ordinary rudder with different rudder angle are calculated to analyze the rudder force performance and cavitation resistance of the skew rudder.The calculation results show that the stress of the skew rudder has improved significantly compared with ordinary rudder.And the initial speed of the rudder cavitation has increased.Besides, the skew rudder improves the direct manipulation performance and steering performance of ship.%对螺旋桨建模及网格划分并在Star-CCM软件里进行水动力性能计算,根据桨的尾流场提取出每个舵叶剖面的扭曲角度、设计的扭曲舵.数值计算了不同舵角下扭曲舵和普通舵所受到的横向力、转矩,以及舵吸力面的压力分布,分析扭曲舵相比普通舵的舵力性能优势及抗空化性能.计算结果表明,扭曲舵的受力状态相对普通舵有明显改善,提高了舵的空化的初始航速,同时对船的直航性和舵的操纵性能有提升.【期刊名称】《武汉理工大学学报(交通科学与工程版)》【年(卷),期】2017(041)001【总页数】5页(P119-123)【关键词】扭曲舵;Star-CCM;舵水动力性能;螺旋桨;压力分布【作者】王友乾;叶金铭;王威【作者单位】海军工程大学舰船工程系武汉 430033;海军工程大学舰船工程系武汉 430033;海军工程大学舰船工程系武汉 430033【正文语种】中文【中图分类】U661.3水面船的舵布置在螺旋桨后方,螺旋桨尾流场存在旋转分量,普通舵设计未充分考虑螺旋桨旋转尾流特点,导致普通舵在空化、振动及操纵性方面存在一定问题.针对普通舵的这些问题,扭曲舵根据桨后尾流场分布情况在不同高度的剖面偏转一个角度,使之与桨后尾流场有更充分的配合,进而提高和改善船舶的推进和操作性能,改善舵在桨尾流中存在的空化、振动问题.在国内,董国祥[1-5]等对扭曲舵的研究成果表明,扭曲舵[6]在水动力性能、助推效率、抗空化性能方面都优于普通舵,在0°舵角时同时扭曲舵可以明显的减少舵上的横向力和舵轴的转矩,改善舵轴的受力,有利减轻了多轴及舵机系统[7]的负荷.1.1 桨的参数以DTRC4119桨为研究模型,在三维软件solidworks建模,分别用ICEM软件生成结构网格模型和Star-CCM软件生成非结构网格模型,再统一用Star-CCM软件进行边界条件的、湍流模型选择和求解控制参数进行选择和设置,对螺旋桨进行尾流场模拟计算,与试验值对比进行校核本文的精度.DTRC4119桨主尺寸参数见表1.1.2 网格划分用ICEM软件生成的DTRC4119桨的结构网格,见图1.用Star-CCM软件生成的DTRC4119桨的非结构网格见图2.一般而言,结构网格生成质量好,网格的划分比较耗时;非结构网格生成速度快,但计算速度和网格质量与结构网格相比都会下降.1.3 尾流场计算用Star-CCM软件计算螺旋桨DTRC4119在x/R=0.295,r/R=0.7处的速度分布,计算结果与实验的对比,见图3~5.从图3~5可见,2种网格的计算值与实验者吻合比较好,只是在对应于螺旋桨尾涡面的峰值处差距较大,这是由于本文假设尾涡面是零厚度,而在实际流场中,尾涡面是有一定厚度的,因此,实验结果的峰值范围较计算值为宽,在尾涡面内峰值叶较大[8].计算结果表明,结构网格和非结构网格计算结果与实验吻合非常好,Star-CCM软件生成的非结构网格满足水动力性能计算要求,为后面扭曲舵的设计和水动力性能计算做准备.2.1 理论设计扭曲舵的理论设计是在桨的参数基础上确定舵的主要参数,在设计的工况下求出螺旋桨尾流场的诱导速度后,而后进行扭曲舵的设计.在扭曲舵设计中不考虑桨舵之间的相互影响,以及舵对桨尾流场诱导速度的影响.根据舵位置处的桨产生的诱导速度来分析舵的来流速度以及攻角情况.在敞水条件下,采用笛卡尔坐标系,舵的导边到随边为x方向,舵的横向为z方向,舵展长y方向;设螺旋桨转数为n ,入口来流速度为vs,螺旋桨在舵位置产生的诱导速度分别为vx,vy,vz,当舵角为零时,舵叶元体的来流vR为舵叶元体来流水平面上的分量v为根据vx和vz计算出舵叶元体的来流攻角,见图6.β为来流vR在x-z水平面上的分量v与水平线上的夹角;θ为舵的叶元体翼玹与水平夹角,来流攻角为β-θ.2.2 扭曲舵模型设计2.2.1 计算对象在敞水条件下,以某桨的尾流场来设计扭曲舵,桨的主要参数见表2.用Star-CCM对某桨进行非结构网格生成、边界条件设置、湍流模型选择、求解器参数设置.各项数值格式和选项设置见表3.为避免外域对桨内域的干扰,外域尺寸直径为1 400 mm,入口段长度为1 000 mm,出口段为长度为3 400 mm.内外域网格见图7.2.2.2 舵位置处的诱导速度使用Star-CCM对某桨进行水动力性能计算,桨后舵安装位置见图8,选择20个诱导速度采集点见图9.在敞水状况下,用Star-CCM软件计算桨的定常尾流场.外域和桨旋转域总网格数为160万时,舵位置处水平方向诱导速度vx,vz沿舵轴方向分布见图10.根据诱导速度vx和vz计算出扭曲舵每个舵叶元体的扭曲角度.考虑到网格数对尾流场精度计算影响,以及结构网格和非结构网格的计算结果的差别.分别进行5组计算,每一组的网格数或网格类型不同,对比分析设计得到扭曲舵扭曲角度,见图11,L为舵叶展长.由图11可知,不同组计算的扭转度数差距不大,5组计算结果曲线基本吻合,说明单纯改变网格类型及增加网格数量对设计的舵叶元体扭转度数影响不大.文中在扭曲舵设计中,考虑到计算的工况较多,计算量大情况.选择网格数最少的第一组作为计算基础.2.2.3 扭曲舵的建模在不改变普通舵的基本主尺度条件下,对普通舵沿展长方向等分为20站见图12. 根据桨的尾流场计场计算出每站舵叶元扭曲角度,在普通舵的基础上扭转舵叶元体,生成扭曲舵见图13.2.2.4 扭曲舵水动力性能计算桨和舵的计算域见图14.在Star-CCM软件中选择MRF运动坐标系模型,进口边界设定为速度进口条件,出口边界为压力出口,螺旋桨和舵表面为无滑移无边界,旋转域和静止域交界处为交换面.流体假定为恒温不可压缩流体,计算中选SST k-ε湍流模型[9],对旋转MRF模型初算出流场,再用滑动网格模型[10]完成计算.入口来流速度设置为4.8 m/s,螺旋桨的转速n=1 200 r/min,分别在不同舵角下对普通舵和扭曲舵进行共数值计算.计算工况见表4.3.1 计算结果舵角为负数表示打右舵,正数为打左舵,Fz为舵所受的横向力、M为舵受到的转矩.计算结果见图15.由图15可知,扭曲舵的横向力分布对称性相比普通舵更好,扭曲舵在6个不同舵角中受到的最大转矩为2.8 N·m,普通舵的最大转矩为3.4 N·m.结果表明,扭曲舵可以减轻舵控制结构的负荷,也有利于改善船的操纵性.3.2 舵的横向力一般而言,装配普通舵的船,直航时由于桨尾流的不均匀性,必须打一定舵角才能保证船的直航性能.扭曲舵是根据桨后不均匀尾流场来设计的,在0°舵角时,扭曲舵的横向力为-0.4 N相比普通舵为-45.6 N,数值上相差极大,扭曲舵对船的直航性能改善明显;扭曲舵和普通舵的转矩分别为-0.01,-0.9 N·m,扭曲舵的转矩相比普通舵缩小了90倍.计算结果表明,扭曲舵在0°的受力状态有明显改善,提升船的直航性能.3.3 压力分布计算结果与分析在0°舵角条件下,入口来流速度为4.8 m/s,螺旋桨以1 200 r/min工况下,对普通舵和扭曲舵的压力分布进行比较分析.图16为2种舵的吸力面压力分布.从压力分布图可以看出,扭曲舵的负压力峰值比普通舵明显小,负压峰值分布相比普通舵更均匀,有利于舵的抗空化性能.为了更加清晰地区分扭曲舵和普通舵的负压峰值的分布情况,取负压峰值分布较为集中的y=0.5L 展长向位置的截面进行压力分布比较,见图17.从y=0.5L展长压力分布情况可以比较出,普通舵的负压峰值在-15 kPa左右,而扭曲舵的负压峰值在-10 kPa左右,负压值幅度明显降低,降幅到达33%,表明扭曲舵可以明显的抑制舵空化.文中对扭曲舵和扭曲舵进行数值计算,在相同的计算工况下,比较分析了扭曲舵和普通舵的压力分布,计算结果表明扭曲舵有更好地抗空化性能在相同工况下可以提高舵的空化起始航速.通过对扭曲舵和普通舵在不同舵角情况下的舵力、转矩进行初步分析研究,计算结果表明,在0°舵角时扭曲舵相比普通舵可以明显的减少舵所受的横向力和舵轴的转矩,改善舵轴的受力,有利减轻舵轴及舵机系统的负荷,同时对船的直航性能有很大提高.后续将在现有研究基础上进一步对扭曲舵、桨、船体3者装配下的空泡、操纵性能数值计算分析.【相关文献】[1]董国祥.助推节能扭曲舵的理论预报[J].船舶,1994(6):58-63[2]祝享元,黄胜,郭春雨,等.桨后扭曲舵的理论设计及水动力性能计算[J].哈尔滨工程大学学报,2008,29(2):126-129.[3]刘登成,黄国富.高效扭曲舵水动力特性数值分析[C].第十一届全国水动力学学术会议,中国,无锡:2011.[4]叶金铭,王威,李渊.抗空化扭曲舵设计及力学特性研究[C].2015年船舶水动力学会议,中国,哈尔滨:2015.[5]朱军,曾广会,黄昆仑.扭曲舵的水动力性能特性计算研究[C].2007年船舶力学学术会议暨《船舶力学》创刊十周年纪念学术会议论文集,中国,银川:2007.[6]WANG Chao, HE Miao, WANG Guoliang, et al. Design and performance analysis oftwisted rudder based on the maximum reduction of rudder resistance[J]. Journal of Ship Mechanics,2014(4):55-59.[7]齐慧博.扭曲舵的水动力性能研究[D].哈尔滨:哈尔滨工程大学,2010.[8]苏玉民,黄胜.船舶螺旋桨理论[M].哈尔滨:哈尔滨工程大学出版社,2003.[9]王超,黄胜,常欣,等.基于滑移网格与RNG k-ε湍流模型的桨舵干扰性能研究[J].船舶力学,2011,15(7):715-721.[10]王福军.计算流体动力学分析:CFD软件原理与应用[M].北京:清华大学出版社,2004.。
MIKE 21 HD FM 水动力模型界面说明

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水工结构物 .............................................................................................................. 17 2.13.1 堰 ................................................................................................................ 18 2.13.2 涵洞 ............................................................................................................. 22 2.13.3 闸门 ............................................................................................................. 26 2.13.4 桥墩 ............................................................................................................. 27 2.13.5 涡轮机 ......................................................................................................... 29 2.13.6 组合结构物 .................................................................................................. 30 初始条件 .................................................................................................................. 30 边界条件 .................................................................................................................. 31 2.15.1 边界条件 ..................................................................................................... 31 2.15.2 一般性描述 .................................................................................................. 34 温度/盐度模块 ......................................................................................................... 35 解耦 ......................................................................................................................... 36 输出 ......................................................................................................................... 36 2.18.1 地理视图 ..................................................................................................... 36 2.18.2 输出设定 ..................................................................................................... 36 2.18.3 输出项目 ..................................................................................................... 39
(2021年整理)水利水电工程英文专业词汇

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岸墙land wall坝顶dam crest,dam top坝踵dam heel坝趾dam toe板桩sheet pile边墩side pier,land pier变形模量deformation modulus鼻坎bucket lip毕肖普法Bishop method冰压力ice pressure剥离desquamation侧槽式溢洪道side channel Spillway沉降settlement齿墙cut-off trench冲沙闸(排沙闸)silt-releasing Sluice纯拱法independent arch method刺墙key—wall大头坝massive—head buttress dam *buttress 是扶壁的意思单宽流量discharge per unit width单曲拱坝single-curvature arch dam挡潮闸tidal sluice导流隧洞river diversion tunnel倒悬度Overhang degree底流消能energy dissipation by underflow地震作用earthquake action垫座cushion abutment动水压力hydrodynamic pressure断层fault堆石坝rock-fill dam多拱梁法multi-arch beam method阀门valve gate防浪墙wave wall防渗铺盖impervious blanket非常溢洪道emergency spillway分洪闸flood diversion sluice副坝auxiliary dam刚体极限平衡法limit equilibrium method for rigid block 拱坝arch dam拱冠梁crown cantilever拱冠粱法crown cantilever method工作桥service bridge固结灌浆consolidation grouting灌溉隧洞irrigation tunnel灌浆帷幕grout curtain管涌piping海漫apron extension横缝transverse joint虹吸式溢洪道siphon spillway蝴蝶阀butterfly valve护坡slope protection护坦apron弧形闸门radial gate滑雪道式溢洪道ski—jump spillway化学管涌chemical piping混凝土防渗墙concrete cut—off wall混凝土面板堆石坝concrete faced rock-fill dam 基本断面primary section简化毕肖普法simplified Bishop method浆砌石拱坝stone masonry arch dam浆砌石重力坝stone masonry gravity dam交通桥traffic bridge接触冲刷contact scouring接触灌浆contact grouting接缝灌浆joint grouting截水槽cut—off trench节制闸check sluice进水口water inlet进水闸inlet sluice井式溢洪道shaft spillway静水压力hydrostatic pressure均质坝homogeneous earth dam抗滑稳定分析analysis of stability against sliding 抗滑稳定性stability against sliding空腹重力坝hollow gravity dam空化cavitation空蚀cavitation erosion空注阀hollow jet valve宽缝重力坝slotted gravity dam宽尾墩flaring pier廊道gallery浪压力wave force理论计算theoretical computation拦河闸river sluice沥青混凝土asphalt concrete连拱坝multiple-arch dam流土soil flow流网法flow net method锚杆anchor rod面板face slab面流消能energy dissipation by surface flow模型试验model experiment泥沙压力silt pressure碾压混凝土坝Roller Compacted Concrete Dam 牛腿Corbel排沙隧洞silt-releasing tunnel排水drainage排水闸outlet sluice喷混凝土sprayed concrete平板坝flat slab buttress dam平面闸门plane gate破碎带crushed zone铺盖blanket砌石护坡stone pitching人工材料面板坝artificial material faced dam 人工材料心墙坝artificial material-core dam溶洞solution cavern软基重力坝gravity dam on soft foundation软弱夹层soft intercalated layer实用断面practical section试载法trial-load method双曲拱坝double—curvature arch dam水工建筑物hydraulic structure水工隧洞hydraulic tunnel,waterway tunnel水力发电隧洞hydropower tunnel水利枢纽hydro-complex水力学方法hydraulics method水平施工缝horizontal joint水闸sluice弹性模量elastic modulus挑流消能energy dissipation by trajectory jet土工膜geomembrane土石坝earth-rock dam土质斜墙坝earth dam with inclined soil wall 土质斜心墙坝earth dam with inclined soil core 土质心墙坝earth dam with soil core帷幕灌浆curtain grouting温度荷载temperature load温度控制temperature control温度应力temperature stress温度作用temperature action无压隧洞free level tunnel消力池stilling pool消力戽roller bucket消能工energy dissipater泄洪隧洞spillway tunnel泄水建筑物discharge structure泄水孔outlet hole新奥法NATM(New Austrian Tunneling Method) 胸墙breast wall扬压力uplift溢洪道spillway水垫塘plunge pool溢流坝overflow dam、翼墙wing wall应力分析stress analysis优化设计optimization design有限单元法finite element method有压隧洞pressure tunnel闸墩pier闸门gate闸门槽gate slot正槽式溢洪道normal channel spillway整体式重力坝monolithic gravity dam趾板toe slab支墩坝buttress dam重力坝gravity dam重力墩gravity abutment周边缝peripheral joint驻波standing wave锥形阀cone valve自由跌流free drop自重dead weight纵缝longitudinal joint键槽key strench伸缩缝contraction joint施工缝construction joint反弧段flip bucket拦污栅trash rack渐变段transition泄槽chute发电进水口power intake通气管air vent检修门bulkhead gate事故门emergency gate工作门service gate堰weir通气管air vent胸墙breast wall梁beam柱column回填混凝土backfill concrete 接地earth一期混凝土primary concrete 二期混凝土secondary concrete 叠梁门stoplog门机gantry crane止水waterstop钢筋reinforcement模板formwork围堰cofferdam马道bench;berm蜗壳volute水轮机turbine电站power house车间workshop发电机generator变电站transformer station副厂房auxiliary power house 安装间erection bay尾水闸门tail lock尾水渠tailrace引水渠approach channel前池fore bay导墙lead wall隔墙partition wall水利水电工程英文专业词汇接触灌浆contact grouting回填混凝土backfill concrete帷幕灌浆curtain grouting挡墙retaining wall港口harbour港口建筑物port structure船闸navigation lock船闸充水lock filling船闸充水和泄水系统locking filling and emptying system 船闸前池upper pool船闸上下游水位差lock lift船闸闸首lock head升船机ship elevator;ship lift鱼道fish canal旁通管by—pass齿槽cut—off wall。
河流动力学英语

水力学、河流动力学、流体力学专业词汇Fundamental Glossary in HydraulicsHydrostatics 水静力学Hydrodynamics 水动力学Physical properties of water 水的物理性质Density 密度Specific gravity 比重Kinematic viscosity 运动粘性Absolute viscosity 动力粘性Elastic modulus 弹性模量Surface tension 表面张力Temperature 温度Isotropic (y) 各向同性Anisotropic (y) 各向异性Uniform (ity) 均匀(性) Heterogeneous (ity) 不均匀(性)Main force 主要作用力Gravity 重力Inertia force 惯性力pressure 压力(强)Drag 阻力Mass force 质量力Surface force 表面力Constitutive relationship 本构关系Stress 应力Strain 应变Deformation 变形Displacement 位移Normal 法向Tangent 切向Shear 剪力Acceleration 加速度Angular deformation 角变形Local acceleration 当地加速度convective acceleration 迁移加速度compressibility 压缩性continuity连续性Scalar 纯量vector 矢量tensor 张量magnitude 模(大小) direction 方向Divergence 散度curl 旋度gradient 梯度Source 源sink 汇Frequency 频率amplitude 振幅phase 相位resonance共振Mass conservation 质量守恒momentum conservation 动量守恒energy conservation 能量守恒Initial condition 初始条件boundary condition边界条件Ordinal differential equation 常微分方程partial differential equation 偏微分方程Convection, advection 对流diffusion 扩散dispersion 弥散decay 衰减degradation降解Flow pattern流态flow type 流型Laminar flow 层流turbulent flow 紊流Supercritical flow 急流subcritical flow 缓流critical flow临界流Rapidly varied flow急变流gradually varied flow渐变流Uniform flow 均匀流non-uniform flow 非均匀流Mainstream flow 主流wake flow 尾流Steady flow 恒定流unsteady flow 非恒定流One-dimensional flow 一维流two-dimensional flow二维流three-dimensional flow 三维流Single-phase flow 单相流double-phase flow 两相流multi-phase flow 多相流Irrotational flow 无旋流potential flow 势流rotational flow 有旋流Open channel flow 明渠流free surface flow 自由表面流(明渠流)Pipe flow 管流pressure flow 有压流Jet 射流plume 卷流(羽流) cross flow 横流Stagnation point驻点separation point分离点Coherent structure相干结构bursting猝发turbulent intensity紊动强度Boundary layer 边界层viscous sub-layer粘性底层displacement thickness排挤厚度mixing length混掺长度Flow field, current field 流场flow net 流网Submerged discharge 淹没出流unsubmerged discharge非淹没出流Renolds number雷诺数Froude number 佛汝德数Prandtl number普朗特数Courant number柯朗数Peclet 彼克雷特数dimensionless number无量纲数Streamline 流线path line迹线Vortex line 涡线vortex ring 涡环vortex street涡街Flux 通量circulation 环量vorticity 涡度Water level , water stage 水位discharge , flow-rate , flow 流量Water depth 水深velocity 流速Roughness 糙率water surface profile 水面线bed slope 底坡Velocity fluctuation 脉动流速pressure fluctuation 脉动压强Instantaneous velocity 瞬时流速mean velocity 平均流速time-averaged velocity时均流速Depth-averaged velocity 水深平均流速velocity gradient 流速梯度pressure gradient压强梯度Cross-section of flow , wet cross section 过水断面Wetted perimeter 湿周hydraulic radius水力半径Hydraulic head 水头Elevation head 位置水头piezometric head测压管水头velocity head 流速水头Head loss水头损失frictional loss 沿程损失local head loss局部损失Entrance head loss 进口水头损失exit head loss 出口水头损失bend head loss弯头水头损失Abrupt expansion head loss 突扩损失contraction head loss收缩损失Transition head loss渐变段损失Hydraulic jump 水跃hydraulic drop跌水conjugate depth共轭水深Weir堰Sharp-crested weir 尖顶堰broad-crested weir 宽顶堰practical weir实用堰Orifice 孔口nozzle管嘴Dam 坝sluice 水闸spillway溢洪道Tunnel 隧洞penstock 压力水管culvert涵洞Aqueduct 渡槽siphon pipe虹吸管Energy dissipation device 消能工Stilling basin 消力池roller bucket 消力戽Baffle pier 消力墩plunge pool 跌水池Energy dissipation by hydraulic jump底流消能Energy dissipation by surface regime面流消能Ski-jump energy dissipation 挑流消能Nappe 水舌vena-contracta收缩断面Cavitation 空化cavitation damage 空蚀Aeration 掺气Water wave 水波water hammer水锤Hydraulic and river dynamics 水力学及河流动力学Sediment 泥沙bed load 床沙suspension load 悬沙wash load 冲泻质Incipient velocity起动流速settling velocity沉速Fluvial process河床演变de">Grounder water 地下水seepage渗透permeability 渗透性Similarity[simi’læriti] theory 相似理论Hydraulic modeling水力模拟Physical modeling 物理模拟Undistorted model正态模型distorted model变态模型Similitude 相似准则similarity 相似性full scale 足尺reduced scale缩尺Fluid measurement 流动量测flow visualization 流动可视化Transducer,sensor 传感器probe探头scale 比尺flume 水槽Numerical modeling数值模拟Finite element 有限元finite difference有限差finite volume 有限体积boundary element边界元Characteristics 特征线Scheme 方法(格式) algorithm 算法turbulence model 紊流模型Large-eddy simulation 大涡模拟Grid 网格node结点time step时间步长nodal spacing 结点间距Coefficient系数parameter参数Explicit 显式implicit隐式stability 稳定性convergence收敛性robustness(坚固性)健壮性sensitivity 敏感性accuracy 精度Error误差calibration 率定verification 验证application 应用prediction 预测reproduction复演Estuary hydraulics 河口动力学Coastal hydraulics 海岸动力学Open channel hydraulics明渠水力学Wave hydrodynamics 水波动力学Groundwater Hydraulics地下水水力学regular wave 规则波irregular wave 不规则波Tide潮汐spring tide大潮neap tide小潮diurnal tide全日潮semi-diurnal tide半日潮Computational Hydraulics计算水力学Environmental Hydraulics环境水力学Eco-hydraulics 生态水力学Hydro-informatics 水利信息学Dissolved oxygen (DO) 溶解氧chemical oxygen demand(COD) 化学需氧量Biochemical oxygen demand(BOD) 生化需氧量dilution 稀释度Pollutant 污染物constituent 组分eutrophication 富营养化Hydrology水文学Flood洪水flood routing调洪演算flood peak flow洪峰流量Runoff径流precipitation降水evaporation蒸发evapotranspiration 腾发, 蒸散发。
船舶英文名词

船舶英文名词船舶结构部件名称以及相关名词2014-05-13 中国海员之家1.1船长1)总长Loa:length of overall2)垂线间长Lbp:length between perpendiculars3)登记船长L:registered length4)干舷长Lf:freeboard length5)船舶分舱长度LS:subdivision length6)艉垂线:aft perpendicular7)艏垂线:forward perpendicular8)后端点:aft end point9)挪威规范,英国规范:Oslo Rules, UK Rules10)前端点:fore end point11)美国规范:USA Rules12)艏楼甲板:F’cle Dk13)日本规范: Japanese Rules14)艏柱:stem15)水线长:length of water line16)干舷长前端点: forward end of freeboard length1.2 船宽1)登记船宽B:registered breadth2)上甲板Upp Deck3)角隅圆弧的断点:termination of corner radius4)干舷船宽Bf : breadth of ship for freeboard5)分舱船宽Bs : subdivision breadth of ship1.3 型深(D)depth1.4 吃水d: draught or draft1.5 干舷: freeboard1.6 吨位及舱容tonnage and cargo capacity总吨gross tonnage 净吨net tonnage苏伊士运河吨位Suez Canal tonnage巴拿马运河吨位Panama Canal tonnage排水量displacement载重吨deadweight国家吨位national tonnage国际吨位international tonnage包装货物舱容bale capacity谷物舱容grain capacity外板shell plating 护肋材sparring谷物容积限度grain capacity捆包容积限度limit of bale capacityg表示谷物容积g indicates grain capacity b表示捆包容积b indicates bale capacity底部垫木bottom ceiling1.7船速speed1.8 船型系数block coefficient细长型fine form 肥大型full form 方形系数block coefficient (Cb)中横剖面系数midship coefficient (Cm)棱形系数prismatic coefficient (Cp)水线面系数water plane coefficient (Cw)1.9描述船舶动态及静态的词汇terms to describe the dynamic[dai’nAmik] conditions and static positions纵倾trim 艉翘trim by stern 艏翘trim by head无纵倾状态even keel (non-trimmed condition)横倾heel or list 船体运动ship motion横摇rolling纵摇pitching艏摇yawing垂荡heaving横荡swaying纵荡surging1.10描述船体构件受力及变形的词汇describe the movement of hull structural member弯曲bending 扭曲twisting 屈曲buckling振动vibration 剪切sheering 横摇rolling 强摇racking1.11其他基本词汇(1)1)左舷port side 2) 右舷starboard side3) 纵向longitudinal 4) 横向transverse5) 水平horizontal 6) 垂直vertical 7) 中心线centre line (CL & )8) 舯midship or amidships (expressed by symbol )9) 船中区域midship part (0.4L ~ 0.5L)10) 船首bow 11) 艏柱stem 12) 艏部bow part or fore part13) 艏垂线fore perpendicular (FP)14) 艉柱stern 15) 艉部stern part or aft part16) 艉垂线aft perpendicular (AP)17) 尾端ends: these normally signify the end parts ofthe hull of a ship with 0.1L通常是指自船尾端始的0.1L的范围18) 基线base line (BL): normally the keel line 通常是指龙骨线19) 肋骨间距frame space 20) 肋骨线frame line21) 船体围长girth length: the length measured at the transverse section of the hull of a ship from gunnel to gunnel 在船体横截面上从一侧的船舷上沿量取到另一侧的船舷上沿的距离22) 龙骨上面top of keel 23) 折角线knuckle line (KL) 24) 折角点knuckle point25) 舷弧sheer 26) 艏舷弧fore sheer 27) 艉舷弧aft sheer 28) 梁拱camber29)甲板内倾tumble home 30) 外飘flare31)舭部升高rise of floor 32)平行部parallel part1.12其他基本词汇(2)1) 船桥甲板上缘top of bridge deck beam 2) 船桥楼外缘outline of bridge enclosure3) 上甲板梁上缘top of upper deck beam 4)梁拱camber5) 主甲板的内倾tumble home at upper deck6) 船桥甲板的内倾tumble home at bridge deck7) 上甲板边upper deck at side 8) 船中心线centre line of ship9) 舭部bilge part 10) 平板龙骨的一半half-side dimension of flat portion at keel11) 船中船桥甲板的型深moulded depth to bridge deck12) 船中主甲板处的型深moulded depth to upper deck13) 船中型吃水moulded draught1.13 线型lines1) 横剖线图body plan 2) 纵剖线图profile or sheer plan 3)半宽图水线half-breadth plan1.14其他图纸文件other plans and documents1) 除线型图之外,下列图纸被称为关键图(key plans):总体布置图general arrangement 中横剖面图midship section钢材构造图construction profile 外板展开图shell expansion2) 其他关键图以外的船体图纸被称为船厂图(yard plan):(1) 船体方面艏柱、艉柱、螺旋桨柱和舵结构stem, stern frame, propeller post and rudder甲板结构图deck plans 单底、双底结构图single bottom and double bottom水密和油密舱壁结构图watertight and oil tight bulkheads上层建筑端壁图superstructure end bulkhead船首、船尾、船底部抗拍击结构图arrangement to resist panting in both peaks and their vicinity [vi’siniti] 邻近, 接近支柱和甲板纵桁图pillars and deck girders 轴隧图shaft tunnels锅炉、主机、推力轴承、中间轴承、发电机和其它重要辅机基座图Seating of boiler, engine, thrust and plummer blocks dynamos 发电机机舱棚图machinery casings长甲板室结构图long deckhouse桅杆、桅室和绞车平台结构图masts and mast houses and winch platforms泵布置图pumping arrangements甲板装原木时绑扎装置布置图timber deck cargo security arrangements防火构造图construction for fire protection消防布置图plans showing fire extinguishing arrangement逃生路径布置图plans showing escape routes舱室路径图plans showing arrangement for access of tank and space(2) 轮机方面机器处所布置图machinery arrangement of machinery space船内通讯系统图diagram for internal communication system主、辅机图main and auxiliary engines动力传动齿轮、轴系及螺旋桨图power transmission gears, shafting and propellers锅炉及压力容器图boiler and pressure vessel辅机和管系图auxiliary machinery and piping操舵装置图steering gear自动控制及遥控装置图automatic and remote controls备件spare part 电气装置electrical installations 船桥视界navigation bridge visibility(3) 其他图纸文件船体轮机设计说明书specifications for hull and machinery船中横剖面模数计算书calculation sheets for minimum athwartship (横越) section modulus (模数) in way of the midship part防腐式样书corrosion prevention scheme 稳性计算书stability calculation sheets破舱稳性计算书damage stability calculation sheets装载手册loading manual 绑扎手册security manual1.15 静水力曲线hydrostatic curves浮心距基线高度centre of buoyancy above base line (KB)浮心距船中centre of buoyancy from midship (B)漂心距船中centre of floatation from midship (F)每厘米吃水吨数tons per one centimeter immersion (TPC)每厘米纵倾力矩moment to change one centimeter (CTM)水线系数water plane coefficient (Cw)纵稳心距基线高longitudinal metacentre above base line (LKM)横稳心距基线高transverse metacentre above base line (KM)棱形系数prismatic [priz’mAtik] coefficient (Cp)垂直棱形系数vertical prismatic coefficient (Cvp)方形系数block coefficient (Cb)型排水量displacement in tons excluding appendages (附件,附属物)总排水量displacement in tons including appendages船体湿表面面积wetted surface area (W.S.)1.16 稳性stability1)静态稳性intact stability 2)动态稳性dynamic stability3)稳性判据stability criteria (标准)4)稳性曲线stability curves5)倾斜试验inclining test 6)重心高度KG (height of centre of gravity)7)稳心高度KM (height of metacentre)8)初稳性高度GM 9)静稳性力臂GZ10)自由液面的影响free water effect11)大倾角稳性stability at a large inclination angle12)稳性十字曲线cross curves of stability13)纵向稳性longitudinal stability 14)横向稳性transverse stability15)破舱稳性damage stability 16)浸水计算flooding calculation17)浸水概率flooding probability 18)分舱compartment19)生存条件survival requirement 20)最终状态final stage21)生存概率survival probability 22)分舱指数subdivision index23)处所渗透率permeability of a space24)许用GM0曲线permissible GM0 curve1.17 波浪wave斯托克波stokes wave 正弦波sine wave 摆动波trochoidal wave船行波wave generated by ship sailing 散波divergent wave船尾横波stern transverse eave 船首横波bow transverse wave1.18 船体强度strength of ship船体垂向弯曲最终强度vertical bending ultimate strength船体梁强度hull girder strength 纵向强度longitudinal strength纵向弯距longitudinal bending moment 剪切力sheering force中拱hogging 中垂sagging静水弯距longitudinal bending moment in still water (Ms)波浪弯矩Mw(+) and Mw (-) wave induced longitudinal bending moment横向强度transverse strength 扭转强度twisting strength局部强度local strength 失稳强度buckling strength受压失稳强度compressive buckling strength剪切失稳强度sheer buckling strength直接强度计算/分析direct strength calculation / analyzing疲劳强度fatigue strength疲劳强度解析、评价fatigue strength anlyze, assessment应力集中stress concentration波浪周期wave period 随浪following wave 顶浪heading sea 横浪beam wave 波浪载荷wave load 垂向波浪弯距vertical wave bending moment波浪变动压hydrodynamic (水力,流体动力学)pressure舱室内压internal pressure 许用应力allowable stress最小弯距Wmin 剖面模数section modulus惯性矩moment of inertia强度连续性continuity of strength 板架、板单元plate panel1.19 船体尺寸限制Panama 圣。
水利专业名词(中英文对照)

水利专业名词(中英)A安全储备safety reserve安全系数safety factor安全性safety岸边溢洪道river-bank spillway岸边绕渗by-pass seepage around bank slope岸墙abutment wall岸塔式进水口bank-tower intakeB坝的上游面坡度upstream slpoe of dam坝的下游面downstream face of dam坝顶dam crest坝顶长度crest length坝顶超高freeboard of dam crest坝高dam height坝顶高程crest elevation坝顶宽度crest width坝段monolith坝基处理foundation treatment坝基排水drain in dam foundation坝基渗漏leakage of dam foundation坝肩dam abutment坝壳dam shell坝坡dam slope坝坡排水drain on slope坝体混凝土分区grade zone of concrete in dam 坝体排水系统drainage system in dam坝型选择selection of dam type坝址选择selection of dam site坝趾dam toe坝踵dam heel坝轴线dam axis本构模型constitutive model鼻坎bucket比尺scale比降gradient闭门力closing force边墩side pier边界层boundary layer边墙side wall边缘应力boundary stress变形观测deformation observation变中心角变半径拱坝variable angle and radius arch dam 标准贯入试验击数number of standard penetration test 冰压力ice pressure薄壁堰sharp-crested weir薄拱坝thin-arch dam不均匀沉降裂缝differential settlement crack不平整度irregularityC材料力学法method of strength of materials材料性能分项系数partial factor for property of material 侧槽溢洪道side channel spillway侧轮side roller侧收缩系数coefficient of side contraction测缝计joint meter插入式连接insert type connection差动式鼻坎differential bucket掺气aeration掺气槽aeration slot掺气减蚀cavitation control by aeration厂房顶溢流spill over power house沉降settlement沉井基础sunk shaft foundation沉沙池sediment basin沉沙建筑物sedimentary structure沉沙条渠sedimentary channel沉陷缝settlement joint沉陷观测settlement observation衬砌的边值问题boundary value problem of lining 衬砌计算lining calculation衬砌自重dead-weight of lining承载能力bearing capacity承载能力极限状态limit state of bearing capacity 持住力holding force齿墙cut-off wall冲击波shock wave冲沙闸flush sluice冲刷坑scour hole重现期return period抽排措施pump drainage measure抽水蓄能电站厂房pump-storage power house出口段outlet section初步设计阶段preliminary design stage初参数解法preliminary parameter solution 初生空化数incipient cavitation number初应力法initial stress method船闸navigation lock垂直升船机vertical ship lift纯拱法independent arch method次要建筑物secondary structure刺墙key-wall粗粒土coarse-grained soil错缝staggered jointD大坝安全评价assessment of dam safety大坝安全监控monitor of dam safety大坝老化dam aging大头坝massive-head dam单层衬砌monolayer lining单级船闸lift lock单线船闸single line lock挡潮闸tide sluice挡水建筑物retaining structure导流洞diversion tunnel导墙guide wall倒虹吸管inverted siphon倒悬度overhang等半径拱坝constant radius arch dam等中心角变半径拱坝constant angle and variable radius arch dam 底流消能energy dissipation by hydraulic jump底缘bottom edge地基变形foundation deformation地基变形模量deformation modulus of foundation地基处理foundation treatment地下厂房underground power house地下厂房变压器洞transformer tunnel of underground power house 地下厂房出线洞bus-bar tunnel of underground power house地下厂房交通洞access tunnel of underground power house地下厂房通风洞ventilation tunnel of underground power house地下厂房尾水洞tailwater tunnel of underground power house地下轮廓线under outline of structure地下水groundwater地形条件topographical condition地形图比例尺scale of topographical map地应力ground stress地震earthquake地震烈度earthquake intensity地质条件geological condition垫层cushion垫座plinth吊耳lift eye调度dispatch跌坎drop-step跌流消能drop energy dissipation跌水drop迭代法iteration method叠梁stoplog丁坝spur dike定向爆破堆石坝directed blasting rockfill dam动强度dynamic strength动水压力hydrodynamic pressure洞内孔板消能energy dissipation by orifice plate in tunnel 洞内漩流消能energy dissipation with swirling flow in tunnel 洞身段tunnel body section洞室群cavern group洞轴线tunnel axis陡坡steep slope渡槽短管型进水口intake with pressure short pipe断层fault堆石坝rockfill dam对数螺旋线拱坝log spiral arch dam多级船闸multi-stage lock多线船闸multi-line lock多心圆拱坝multi-centered arch dam多用途隧洞multi-use tunnelE二道坝secondary damF发电洞power tunnel筏道logway反弧段bucket反滤层filter防冲槽erosion control trench防洪flood preventi,flood control防洪限制水位restricted stage for flood prevention防浪墙parapet防渗墙anti-seepage wall防渗体anti-seepage body放空底孔unwatering bottom outlet非常溢洪道emergency spillway非线性有限元non-linear finite element method非溢流重力坝nonoverflow gravity dam分岔fork分洪闸flood diversion sluice分项系数partial factor分项系数极限状态设计法limit state design method of partial factor 封拱arch closure封拱温度closure temperature浮筒式升船机ship lift with floats浮箱闸门floating camel gate浮运水闸floating sluice辅助消能工appurtenant energy dissipationG刚体极限平衡法rigid limit equilibrium method刚性支护rigid support钢筋混凝土衬砌reinforced concrete lining钢筋计reinforcement meter钢闸门steel gate高边坡high side slope高流速泄水隧洞discharge tunnel with high velocity工程管理project management工程规划project plan工程量quantity of work工程设计engineering design工程施工engineering construction工作桥service bridge工作闸门main gate拱坝坝肩岩体稳定stability of rock mass near abutment of arch dam 拱坝布置layout of arch dam拱坝上滑稳定分析up-sliding stability analysis of arch dam拱坝体形shape of arch dam拱端arch abutment拱冠arch crown拱冠梁法crown cantilever method拱冠梁剖面profile of crown cantilever拱内圈intrados拱外圈extrados固结consolidation固结灌浆consolidation grouting管涌piping灌溉irrigation规范code,specification过坝建筑物structures for passing dam 过滤层transition layer过渡区transition zone过木机log conveyer过木建筑物log pass structures过鱼建筑物fish-pass structuresH海漫flexible涵洞culvert河道冲刷river bed scour荷载load荷载组合load combination横缝transverse joint横拉闸门horizontal rolling /sliding gate 洪水标准flood standard虹吸溢洪道siphon spillway厚高比thickness to hight ratio弧形闸门radial gate护岸工程bank-protection works护坡slope protection护坦apron戽琉消能bucke-type energy dissipation滑坡land slip滑楔法sliding wedge method滑雪道式溢洪道skijump spillway环境评价environment assessment换土垫层cushion of replaced soil回填灌浆backfill grouting混凝土concrete混凝土衬砌concrete lining混凝土防渗墙concrete cutoff wall混凝土面板concrete face slab混凝土面板堆石坝concrete-faced rockfill dam 混凝土重力坝concrete gravity damJ基本荷载组合basic load combination基本剖面basic profile基面排水base level drainage激光准直发method of laser alignment极限平衡法limit equilibrium method极限状态limit state坚固系数soundness coefficient剪切模量shear modulus剪切应力shear stress检查inspection检修闸门bulkhead简单条分法simple slices method建筑材料construction material简化毕肖普法simplified Bishop’s method渐变段transition键槽key/key-way浆砌石重力坝cement-stone masonry gravity dam 交叉建筑物crossing structure交通桥access bridge校核洪水位water level of check floo校核流量check flood discharge接触冲刷contact washing接触流土soil flow on contact surface节制闸controlling sluice结构可靠度reliability of structure结构力学法structural mechanics method 结构系数structural coefficient截流环cutoff collar截水槽cutoff trench进口段inlet进口曲线inlet curve进水喇叭口inlet bellmouth进水闸inlet sluice浸润面saturated area浸润线saturated line经济评价economic assessment井式溢洪道shaft spillway静水压力hydrostatic pressure均质土坝homogeneous earth damK开敞式溢洪道open channel spillway开裂机理crack mechanism勘测exploration survey坎上水深water depth on sill抗冲刷性scour resistance抗冻性frost resistance抗滑稳定安全系数safety coefficient of stability against sliding 抗剪断公式shear-break strength formula抗剪强度shear strength抗裂性crack resistance抗磨abrasion-resistance抗侵蚀性erosion-resistance抗震分析analysis of earthquake resistance颗粒级配曲线grain size distribution curve可靠度指标reliability index可行性研究设计阶段design stage of feasibility study空腹重力坝hollow gravity dam空腹拱坝hollow arch dam空化cavitation空化数cavitation number空蚀cavitation damage空隙水压力pore water pressure控制堰control weir枯水期low water period库区reservoir area宽顶堰broad crested weir宽缝重力坝slotted gravity dam宽高比width to height ratio扩散段expanding section扩散角divergent angleL拦沙坎sediment control sill拦污栅trash rack廊道gallery浪压力wave pressure棱体排水prism drainage理论分析theory analysis力法方程canonical equation of force method连续式鼻坎plain bucket联合消能combined energy dissipation梁式渡槽beam-type flume量水建筑物water-measure structure裂缝crack临界水力坡降critical hydraulic gradient临时缝temporary joint临时性水工建筑物temporary hydraulic structure流量discharge流速flow velocity流态flow pattern流土soil flow流网flow net流向flow direction露顶式闸门emersed gateM马蹄形断面horseshoe section脉动压力fluctuating pressure锚杆支护anchor support门叶gate flap迷宫堰labyrinth weir面流消能energy dissipation of surface regime 模型试验model test摩擦公式friction factor formula摩擦系数coefficient of friction目标函数objective functionN内部应力internal stress内摩擦角internal friction angle内水压力internal water pressure挠度观测deflection observation泥沙压力silt pressure粘性土cohesive soil碾压混凝土重力坝roller compacted concrete gravity dam 凝聚力cohesion扭曲式鼻坎distorted type bucketP排沙底孔flush bottom outlet排沙漏斗flush funnel排沙隧洞flush tunnel排水drainage排水孔drain hole排水设施drainage facilities抛物线拱坝parabolic arch dam喷混凝土支护shotcrete support喷锚支护spray concrete and deadman strut漂木道log chute平板坝flat slab buttress dam平衡重式升船机vertical ship lift with counter weight平面闸门plain gate平压管equalizing pipe坡率slope ratio破碎带crush zone铺盖blanketQ启闭机hoist启门力lifting force砌石拱坝stone masonry arch dam潜坝submerged dam潜孔式闸门submerged gate倾斜仪clinometer曲线形沉沙池curved sedimentary basin渠首canal head渠道canal渠系建筑物canal system structure取水建筑物water intake structureR人工材料心墙坝earth-rock dam with manufactured central core 人字闸门mitre gate任意料区miscellaneous aggregate zone溶洞solution cavern柔度系数flexibility coefficient褥垫式排水horizontal blanket drainage 软弱夹层weak intercalationS三角网法triangulation method三角形单元三心圆拱坝三轴试验扇形闸门上游设计洪水位设计基准期设计阶段设计阶段划分设计流量设计状况系数设计准则伸缩缝渗流比降渗流变形渗流分析渗流量渗流体积力渗流系数生态环境生态平衡失效概率施工导流施工缝施工管理施工条件施工图阶段施工进度实体重力坝实用剖面实用堰事故闸门视准线法收缩段枢纽布置triangular element three center arch dam triaxial testsector gate upstreamdesign flood level design reference period design stagedividing of design stage design discharge design state coefficient design criteria contraction joint seepage gradient seepage deformation seepage analysis seepage discharge mass force of seepage permeability coefficient ecological environment ecological balance probability of failure construction diversion construction jointconstruction managementconstruction conditionconstruction drawing stageconstruction progresssolid gravity dampractical profilepractical weiremergency gatecollimation methodconstringent sectionlayout of hydraulic complex输水建筑物water conveyance structure竖式排水vertical drainage数值分析numerical analysis双层衬砌double-layer lining双曲拱坝double curvature arch dam水电站地下厂房underground power house 水电站建筑物hydroelectric station structure 水垫塘cushion basin水工建筑物hydraulic structure水工隧洞hydraulic tunnel水环境water environment水库吹程fetch水库浸没reservoir submersion水库渗漏reservoir leakage水库坍岸reservoir bank caving水库淹没reservoir inundation水力资源water power resource水力劈裂hydraulic fracture水利工程hydraulic engineering,water project 水利工程设计design of hydroproject水利工程枢纽分等rank of hydraulic complex 水利枢纽hydraulic complex水面线water level line水能hydraulic energy水平位移horizontal displacement水体污染water pollution水土流失water and soil loss水位急降instantaneous reservoir drawdown 水压力hydraulic pressu水闸sluice水质water quality水资源water resources顺坝longitudinal dike四边形单元quadrangular element塑性破坏failure by plastic flow塑性变形plastic deformation塑性区plastic range锁坝closure dike锁定器dog deviceTT型墩T-type pier塌落拱法roof collapse arch method塔式进水口tower intake台阶式溢流坝面step-type overflow face 弹塑性理论elastoplastic theory弹性基础梁beam on elastic foundation 弹性抗力elastic resistance弹性中心elastic centre弹性理论theory of elasticity特殊荷载组合special load combination 体形优化设计shape optimizing design 挑距jet trajectory distance挑流消能ski-jump energy dissipation挑射角exit angle of jet调压室surge tank贴坡排水surface drainage on dam slope通航建筑物navigation structure通气孔air hole土工复合材料geosynthetic土工膜geomembrane土工织物geotexile土石坝earth-rock dam土压力earth pressure土质材料斜墙坝earth-rock dam with inclined soil core 土质心墙坝earth-rock dam with central soil core驼峰堰hump weir椭圆曲线elliptical curveWWES型剖面堰WES curve profile weir外水压力external water pressure弯矩平衡moment equilibrium围岩surrounding rock围岩强度strength of surrounding rock围岩稳定分析围岩压力surrounding rock pressu帷幕灌浆curtain grouting维修maintenance尾水渠tailwater canal温度缝temperature joint温度计thermometer温度应变temperature strain温度应力temperature stress温降temperature drop温升temperature rise污水处理sewage treatment无坝取水undamed intake无粘性土cohesionless soil无压泄水孔free-flow outletX下游downstream现场检查field inspection橡胶坝rubber dam消力池stilling basin消能防冲设计design of energy dissipation and erosion control消能工energy dissipator校核洪水位water level of check flood 校核流量check flood discharge斜缝斜墙泄洪洞泄洪雾化泄水重力坝胸墙悬臂梁汛期Y压力计压缩曲线淹没系数扬压力养护液化溢洪道溢流面溢流前缘溢流重力坝翼墙翼墙式连接引航道引水渠引张线法应力分析应力集中应力应变观测应力重分布永久缝优化设计有坝取水有效库容预压加固预应力衬砌inclined joint inclined coreflood discharge tunnel flood discharge atomization overflow gravity damcantiever beamflood periopressure meter compressive curve coefficient of submergence upliftcureliquifactionspillwayoverflow facelength of overflow crest overflow crestoverflow gravity dam wing wallwing wall type connection approach channel diversion canaltense wire method stress analysisstress concentrationstress-strain observationstress redistributionpermanent jointoptimizing designbarrage intakeeffective storagesoil improvement by preloading prestressed lining原型prototype约束条件constraint condition允许水力坡降allowable hydraulic gradient Z增量法increment method闸底板floor of slui闸墩pier闸孔sluice opening闸孔跨距span of sluice opening闸门槽gate slot闸室chamber of sluice闸首lock head闸址sluice site正槽溢洪道chute spillw正常使用极限状态limit state of normal operation 正应力normal stress正常溢洪道main spillw支墩坝buttress dam止水watertight seal止水装置sealing device趾板toe slab趾墩toe pier滞回圈hysteresis loop主应力principal stress纵缝longitudinal joint阻尼比damped ratio作用action作用水头working pressure head最优含水率optimum moisture content。
工程地质学专业词汇(英语)

英汉工程地质学专业词汇(与双语教学讲义Engineering Geology 配套使用)黄雨选编同济大学地下建筑与工程系2009.10编写说明为了配合同济大学土木工程专业工程地质学双语教学改革的需要,我们于2009年,从F.G. Bell所编著的Engineering Geology(Second edition 2007)及Tony Waltham所编著的Foundations of Engineering Geology(Second edition 2001)两本书中选编了与工程地质学关系较密切的部分专业词汇,以英汉对照的形式刊出,便于学生使用。
以求对学生在双语教学课堂和课后学习时有所帮助。
使用过程中若发现不当之处,欢迎多提批评和建议,以便及时补充更正。
编者2009年10月ContentsChapter 1 Introduction....................................................................................... ..1 Chapter 2 Rock Types and Stratigraphy .. (1)Chapter 3 Geological Structure (4)Chapter 4 Soil Engineering Properties and Classification (5)Chapter 5 Groundwater (7)Chapter 6 The main engineering geology problems in civil engineering (8)chapter 7 In-situ test (10)Chapter 8 Site investigation (10)Chapter 1 Introduction Engineering geology 工程地质学engineering practice 工程实践geomorphology 地貌学structural geology 构造地质学sedimentology 沉积学petrology 岩石学stratigraphy 地层学Chapter 2 Rock Types and Stratigraphy earth crust 地壳the mantle 地幔the core 地核Mineral 矿物Rock 岩石Igneous rock 岩浆岩Sedimentary rock 沉积岩Metamorphic rock 变质岩Luster 光泽Streak 条痕Cleavage 解理Fracture 断裂Mohs’ Scale of Hardness 莫氏硬度计Talc 滑石Gypsum 石膏Calcite 方解石Fluorspar 萤石Apatite 磷灰石Orthoclase feldspar 正长石Quartz 石英Topaz 黄玉Corundum 刚玉Diamond 金刚石Pyrite 黄铁矿Hematite 赤铁矿Dolomite 白云石Olivine 橄榄石augite 普通辉石Pyroxene 辉石Amphibole 闪石Hornblende 角闪石Plagioclase 斜长石anorthite 钙长石potash feldspar 钾长石Mica 云母Muscovite 白云母Biotite 黑云母silica minerals 硅氧矿物felsic 长英矿物mafic 铁镁质矿物Kaolinite 高岭石Montmorillonite 蒙脱石Illite 伊利石Garnet 石榴子石Chlorite 绿泥石Serpentine 蛇纹石Magma 岩浆Batholiths 岩基Stock 岩株Lopolith 岩盆Sill岩床Dyke岩脉Vein纹理Lense 透镜体Plutonic rock深成岩Hypabyssal rock 浅成岩Acidic igneous rocks 酸性岩Intermediate igneous rocks 中性岩Basic igneous rocks 基性岩Ultrabasic igneous rocks 超基性岩leucocratic rock 浅色岩mesocratic rock 中色岩melanocratic rock 暗色岩hypermelanic rock 深暗色岩degree of crystallinity 结晶度crystal 晶体phenocryst 斑晶Holocrystalline 全晶质Holohyaline 全玻璃质(非晶质) massive structure 块状构造rhyotaxitic structure 流纹状构造vesicular structure 气孔状构造amygdaloidal structure 杏仁状构造Merocrystalline 半晶质granular texture 粒状构造granular texture 等粒结构Inequigranular texture 不等粒结构Porphyritic texture 斑状结构Cryptocrystalline 隐晶质Phanerocrystalline 显晶质Granite 花岗岩Pegmatite 伟晶岩Syenite 正长岩Diorite 闪长岩Gabbro 辉长岩Peridotite橄榄岩Pyroxenite 辉岩Porphyrite 玢岩Porphyry 斑岩Diabase 辉绿岩Rhyolite 流纹岩Trachyte 粗面岩Andesite 安山岩Basalt 玄武岩Pumice 浮岩lithify (使)岩化consolidation 固结作用cementation胶结作用component 成分classification 分类sediment 沉积物detrital sediment 碎屑沉积fragments of rock 岩石碎片volcanic ash 火山灰Clay mineral 粘土矿物aluminium silicate 硅酸铝hydrophilicity 亲水性plasticity可塑性dilatability 膨胀性Organic substance 有机物质size analysis 粒级分析Grading curve 级配曲线Conglomerate 砾岩Breccias 角砾岩sand stone 砂岩Siltstone 粉砂岩Mud stone 泥岩Shale 页岩Bed 岩层Chemical rock 化学岩Biochemical Rock 生物化学岩Stratum (pl. strata) 岩层Bedded 成层的Bedding 层理horizontal bedding 水平层理oblique bedding 斜层理cross bedding 交错层理graded bedding 粒级层理Stratigraphic 地层学的Bedding planes 层面Formation 组Deposit 堆积,沉淀Clastic Rock 碎屑岩Recrystallization 重结晶作用Metamorphism 变质作用metacryst texture变晶结构palimpsest texture变余结构porphyroblast 斑状变晶tabular structure 板状构造phyllitic structure千枚状构造schistose structure片状构造gneissic structure片麻状构造dynamic metamorphism 动力变质作用contact metamorphism 接触变质作用regional metamorphism 区域变质作用mountain chain 山链Directional pressure 定向压力Brecciation角砾岩化cataclasis 碎裂作用mylonitization 糜棱岩化Mylonite糜棱岩Slate 板岩Cleavage 解理Schistosity 片理Foliation 叶理Gneiss 片麻岩Marble 大理岩Quartzite 石英岩Stratification 分层Geological time 地质时期Absolute Dating绝对年龄测定Radiometric dating同位素年龄测定Relative dating相对年代测定Stratigraphic correlation method地层对比法Law of Superposition地层层序律fossil 化石index fossil 标准化石time unit 地质年代单位Geological Time Scale地质时标eon 宙Pre-Cambrian time 前寒武纪Phanerozoic time 显生宙Era 代Period 纪Epoch 世Age 期Erathem 界System 系Series 统Cenozoic新生代Mesozoic中生代Palaeozoic古生代Quaternary第四纪Tertiary第三纪Holocene全新世Pleistocene更新世Chapter 3 Geological Structure Geological structure 地质构造Deformation 变形rock failure 岩石破裂Tectonic process 构造运动Discontinuity 不连续horizontal structure 水平构造Inclined structure 倾斜构造crustal movement 地壳运动vertical movement 垂直运动outcrop 岩层露头occurrence 产状dip 倾向dip angle 倾角True dip 真倾角apparent dip 视倾角strike 走向geological survey 地质勘探geological compass 地质罗盘Fold 褶皱Syncline 向斜Anticline 背斜Hinge 枢纽Limb 翼Hinge line 枢纽线Axial plane 轴平面axial surface 轴面Fold axis 褶轴Inter-limb angle 翼间角symmetric fold 对称褶皱asymmetric fold 不对称褶皱overturned fold 倒转褶皱recumbent fold 平卧褶皱Monoclinal fold 单斜褶皱Isoclinal fold等斜褶皱Fan fold扇状褶皱Horizontal fold 水平褶皱Plunging fold倾伏褶皱Dome 穹庐composite fold 复合褶皱drag fold 拖曳褶皱terrain 地形crest 脊tectonic basin 构造盆地fracture 断裂fault 断层joint 节理residual stress 残余应力structural fracture 构造裂隙tensile fracture 张性裂隙shear fracture 剪切裂隙external force 外力Joint rose map节理玫瑰花图Fault plane 断层面Fault dip 断层倾角Fault strike 断层走向Footwall下盘Hanging wall 上盘Fault scarp 断层崖Fault line 断层线Hade 断层倾角Fault distance 断距normal fault 正断层reverse fault 逆断层strike-slip fault走向平移断层Triangular facet 断层三角面active fault 活性断层fault zone 断层带Horst 地垒Graben 地堑Slickenside 断层擦面Fault breccias 断层角砾岩conformity 整合Unconformity 不整合disconformity 假整合angular unconformity 角度不整合Rock Mass 岩体structural plane 结构面Porosity 孔隙度Deformation 变形Elasticity 弹性Plasticity 塑性modulus of elasticity 弹性模量Poisson’s ratio泊松比transverse strain 横向应变axial strain 轴向应变Rock strength 岩石强度Compressive strength 抗压强度Unconfined Compression Test 无侧限抗压试验Tensile strength 抗拉强度Direct Pull Test 直拉试验Shear strength 抗剪强度triaxial compression test三轴压缩试验internal friction 内摩擦角mud crack 泥裂ripple mark 波痕Joint number in one cubic meter 体积裂隙数Over consolidated 超固结Chapter 4 Soil Engineering Properties andClassificationSoil 土tri-phase soil 三相土Solid particle 固体颗粒grain size 粒径mean diameter, average grain diameter 平均粒径effective diameter, effective grain size, effective size 有效粒径grain size distribution 粒度分布Grain composition 颗粒组成Boulders 块石,漂砾Cobbles 粗砾Gravel 砂砾Sand 砂Silt 粉砂Clay粘土gradation test级配筛分试验semi-logarithmic scale半对数标度Grading curve 级配曲线Coefficient of Uniformity 不均匀系数Coefficient of Curvature,曲率系数well-graded 分选性好poorly graded 分选性差Primary mineral 原生矿物Secondary minerals 次生矿物Soluble salt 可溶盐类Organic materials 有机物质Soil Water 土壤水soil gas 土壤气体single-grained structure 单粒结构flocculent structure 絮状结构honeycomb structure蜂窝结构void ratio 孔隙比compactionness 密实度relative density, density index相对密度compressibility 压缩性coefficient of consolidation 压缩系数liquid limit 液限liquidity index 液性指数Plasticity index 塑性指数shrinkage limit 缩限weight 重度Dry unit weight 干重度Saturated unit weight 饱和重度effective unit weight 有效重度density密度relative density 相对密度maximum dry density 最大干密度Water content 含水量optimum water content 最优含水量specific gravity比重degree of saturation饱和度Eluvial soils 残积土Slope deposits 坡积物Pluvial deposits 洪积物Alluvial soil 冲击土lake deposit 湖相沉积Wind deposit 风成沉积物Glacial deposit 冰川沉积Chapter 5 Groundwater Groundwater 地下水Aquifer 含水层Infiltrate 渗透Seepage 渗流seepage force渗透力seepage velocity渗流速度Capillary water 毛细水Gravity water 重力水Bound water, combined water, held water 结合水Crystal water 结晶水Surface tension 表面张力Capillary pressure 毛细压力Wetting angle 润湿角Hydrostatic pressure 流体静压力Uplift pressure浮托力Pore pressure 孔隙压力Hydrodynamic pressure 动水压力Permeability 渗透率Unconfined aquifer orWater-table aquifer 非承压含水层Recharge 补给Confined or artesian aquifer 承压含水层Artesian well 自流井Water content 含水量Specific retention 持水度Specific yield 给水度Porosity 孔隙度Coefficient of permeability 渗透系数Hydraulic conductivity 水力传导率Hydraulic gradient 水力梯度Darcy's law达西定律Isotropic 均质Homogeneous 各向同性suspended water 包气带水phreatic water 潜水confined water 承压水karst water 喀斯特水(岩溶水)fracture water 裂隙水Pore water 孔隙水perched water上层滞水spring 泉水outcrop of spring 泉水出露contact spring 接触泉overflow spring 溢出泉eroded spring 侵蚀泉well 井artesian spring 自流泉carbonate 碳酸盐Bicarbonate 重碳酸盐carbonic acid 碳酸calcium carbonate 碳酸钙magnesium carbonate 碳酸镁carbon dioxide 二氧化碳cation 阳离子sulphate 硫酸盐chloride 氯化物anion 阴离子solubility 溶解度compound 化合物Sodium salt 钠盐hydrogen sulphide 硫化氢organism 有机物Colloid 胶体Land subsidence 地面沉降Consolidation 固结Heterogeneous不均匀的Anisotropic 各向异性的Cone of depression降水漏斗Seepage failure 渗流破坏Piping 管涌seepage forces 渗流压力Quicksand 流沙flow net 流网Chapter 6 The main engineering geology problems in civil engineeringWeathering 风化作用physical weathering 物理风化chemical weathering 化学风化biological weathering 生物风化exfoliation 剥落parent rock 母岩coefficients of expansion 膨胀系数differential expansion不均匀[局部]膨胀Freeze–thaw action 冻融作用critical moisture content临界含水率oxidation 氧化作用hydration 水化作用hydrolysis 水解作用carbonation 碳酸化作用Solution 溶解作用Anhydrite 硬石膏River 河流Valley floor 谷底river bed 河床channel cross section河槽横断面river bank 河岸attrition 磨损corrasion 侵蚀corrosion 溶蚀meander 河曲alluvial flat 河漫滩oxbow lake牛轭湖river terrace 河流阶地tectonic valley 构造谷erosional valley侵蚀谷tectonic line 构造线master stream 主流lateral corrosion 侧向侵蚀vertical erosion 下切侵蚀accumulational terrace 堆积阶地erosional terrace 侵蚀阶地pedestal terrace 基座阶地Slope failure 边坡不稳Collapse 崩塌Landslide 滑坡shear failure 剪切破坏Sliding body 滑坡体slip surface 滑动面Slip zone 滑动带sliding bed 滑坡床Sliding cliff 滑坡后壁sliding terrace 滑坡台地Sliding tongue 滑坡舌Tension crack 拉张裂缝Shear cracks 剪切裂缝Retrogressive slide 牵引式滑坡Comprehensive treatment综合治理Drainage 排水Catch drain 集水沟Drainage channel 排水槽blind drain 盲沟retaining wall 挡土墙anti-sliding pile 抗滑桩anchoring bar (pin, rod) 锚筋(钉,杆)consolidation grouting 固结灌浆rockfall 岩崩limit equilibrium methods 极限平衡法Karst 喀斯特Lapie 岩沟Clint 石芽Funnel 漏斗corroded depressionpolje 溶蚀谷corroded plain.Sinkhole 落水洞karst cave 岩溶洞underground river 暗河natural bridge 天生桥stalactite钟乳石stalagmite 石笋denudation 剥蚀作用Vertical zoning 垂直分带Dissolution 溶解Scouring 冲刷Earthquake 地震Epicenter 震中earthquake focus 震源plutonic earthquake 深源地震shallow-focus earthquake 浅源地震strong motion earthquake 强烈地震submarine earthquake 海底地震tectonic earthquake 构造地震volcanic earthquake火山地震artificial earthquake 人工地震seismograph 测震仪tsunami 海啸Mercalli Scale麦氏震级Richter scale 里氏震级Footing 基础Foundation 地基Footing 基础foundation stability 地基稳定性natural foundation 天然地基artificial foundation 人工地基shallow foundations 浅基础deep foundations 深基础pile foundation 桩基础strip footing 条形基础ultimate bearing capacity极限承载力load intensity荷载强度allowable bearing capacity容许承载力liquefaction 液化sand boil 砂沸Underground engineering地下工程Overburden覆盖层Elevation 海拔Axis 轴线Hydrogeological condition水文地质条件Subgrade 路基cutting slope 路堑边坡Chapter 7 In-situ testIn-situ test 原位测试natural structure 天然结构natural moisture 天然含水量natural state of stress 天然应力状态Loading Test 静载荷试验plate loading test 平板载荷试验critical edge pressure 临塑荷载ultimate load 极限荷载deformation modulus 变形模量Coefficient of sub-grade reaction 基床反力系数P~s curve p-s曲线s~logt curve s-logt曲线Cone Penetration Test 静力触探试验piezocone penetration test 孔压静力触探penetrometer 贯入仪Standard Penetration Test 标准贯入试验penetration resistance贯入阻力blow count 击数sampling 取样sleeve 套筒Shear Vane Test 十字板剪切试验Chapter 8 Site investigation engineering geological investigation 工程地质勘查engineering geological profiles 工程地质剖面图bore histogram钻孔柱状图。
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a r X i v :n u c l -t h /0612068v 3 6 M a r 2007How does transverse (hydrodynamic)flow affect jet-broadening and jet-quenching ?R.Baier 1∗,A.H.Mueller2†and D.Schiff3‡1Physics Department,University of Bielefeld,D-33501Bielefeld,Germany 2Physics Department,Columbia University,New York,NY 10027,USA3LPT,B ˆa t.210,Universit´e Paris-Sud,F-91405Orsay,FranceFebruary 9,2008We give the modification of formulas for p ⊥-broadening and energy loss which are necessary to calculate parton interactions in a medium with flow.Arguments are presented leading to the conclusion that for large p ⊥-spectra observed in heavy ion collisions at RHIC,the influence of transverse flow on the determination of the ”quenching power”of the produced medium is small.This leaves open the question of the interpretation of data in a consistent perturbative framework.1.Introduction Energy loss of a high transverse momentum parton travelling in the hot and dense medium created in ultrarel-ativistic collisions has been the subject in recent years of intense investigation,reviewed in [1–6].With the aim of being able in particular to assert the existence of the QGP phase of matter [7].It has become clear however,that an important issue is the influence of the medium evolution on the radiative energy loss,when following the BDMPS [8–10]-Zakharov [11,12]-Wiedemann [13]approach.The medium cannot be described as being static [14]:longitudinal and transverse flow have to be considered [15–17].They may alter substantially the distribution of matter before freeze out.The crucial parameter for energy loss is the local transport coefficient q (τ),related to the squared average transverse momentum transfer –from the medium to the hard parton –per unit length.For an ideal QGP,and in a comoving coordinate system,one may relate locally q with the energy density of the medium ε: q ≃c ε3/4with c ≃2[18,19].Recently from various authors [20–23]came the determination of c from data,taking into account Bjorken lon-gitudinal expansion [24]but neglecting transverse flow.In [20]c is found to be much larger than 2(c >8···19,c ≃10),leading to speculations about a strongly coupled QGP [25–30].A recent endeavour [31,32]implementing a strong non-Bjorken expansion including radial flow [33],with a small value of primordial transverse velocity v i =0.1has led to a “moderately optimistic”scenario reducing c =10to c =2compatible with perturbative estimates.In the present note,we try to reformulate the problem.We show first how to determine ˆq in the presence oftransverse flow by applying a proper Lorentz boost.We assume a realistic (ideal)hydrodynamical description for heavy-ion collisions,based on longitudinal Bjorken expansion [24]and a radial flow with vanishing initial velocity.We are led to the conclusion that the transverse flow is a small effect and does not provide the solution to the perturbative/non-perturbative dilemma.2.Moving medium versus medium at rest :geometryThe problem is to find the relationship between q for a moving medium and q 0(medium at rest),locally in space and time.We focus on central collisions.We consider–in the transverse plane(xy)of a collision–a medium moving with velocity v along the y axis towards a parton which enters into it at the origin of our coordinate system at timeτ=0,at point A,leaving it at point B with Bµ=t(1,sinθ,cosθ,0)where we denote by t the time spent by the parton in the medium.The dimension of the medium in the velocity direction being L,onefindst=L√cosθ0≡t chζ(1+cosθthζ)(2.3) The angleθ0corresponds to the angleθ,but evaluated in the rest system of the medium,implying cosθ0=thζ+cosθchζ(1+cosθthζ).(2.5)3.Transverse momentum broadeningA.Local geometryLet us define in the rest frame the initial momentum of the parton:pµ0=p0(1,sinθ0,cosθ0,0).(3.1) After travelling on a small distanceδτ–we want to extract a local information–and experiencing p⊥-broadening and energy loss,the parton has a momentumpµ0=(p0−δε0)(1,sin(θ0+δθ0)cosδϕ0,cos(θ0+δθ0),sin(θ0+δθ0)sinδϕ0)(3.2) whereδϕ0is the azimuthal angle in the zx plane.In the moving frame,the corresponding momenta are: pµ=p(1,sinθ,cosθ,0)(3.3)sinθ=δθ0paring framesThe corresponding transverse momentum broadening is easily obtained in both frames:we sum the squares of the momentum increase in the z axis direction and in the direction orthogonal to the parton momentum:δp20⊥=δp20z+δp′20≡p20 sin2θ0δϕ2+δθ20 .(3.7) Similarlyδp2⊥=p2 sin2θδϕ2+δθ2 .(3.8) Using eqs.(3.5)and(3.6),wefind thatδp2⊥=δp20⊥and may immediately infer the relation between q0and q:indeed we getδp2⊥= qδτand(3.9)δp20⊥= q0δτ0= q0δτ[chζ(1+cosθthζ)],(3.10) leading to(locally):q≡ q0chζ(1+cosθthζ).(3.11) Recently this transformation property has been independently derived in[34],and already used in[35].q0may be parametrized as discussed in the Introduction.pµWriting the transverseflow velocity as uµ=(chζ,0,−shζ,0)and with the parton momentum written as.(3.12) p0A way to understand this relation is to write the transport coefficient as the rate of interaction–the number of interactions per unit time–multiplied by the typical invariant scaleµ2characterizing the momentum transfer to the parton in a parton-medium collision:for a medium at rest q0=R0µ2and for a moving medium q=Rµ2.The rate of interaction varies indeed like the inverse of the time spent in the medium:RFig.1.View of the kinematics in the transverse plane.We write r= s+τ n and definingθ(according to the definition given in sect.2)andφas in Fig.1,wefind thatcosθ=s cosφ−τs2+τ2−2sτcosφ.(3.14)Writing chζas11−v2≡γ(v)and thζ=v,where v depends on r andτ.We may now get the following expressionfor the transverse broadening of the parton for a cylindrical medium at central rapidity:(∆p2⊥)Bj+flow=1s2cos2φ+R2A−s2,(3.17)andτ0is the initial time.In the integral(3.15)the boundaries are simplified by neglecting theflow beyond the nucleus radius R A(c.f.Fig.3).The life-timeτQGP is estimated in the framework of Bjorken expansion[24],after havingfixed the initial temperature and taking thefinal temperature as T≃200MeV.(In the following we take τQGP≃4.5fm).We actually calculate the ratioR flow=(∆p2⊥)Bj+flow/(∆p2⊥)Bj(3.18) in order to quantify the importance of the radialflow in addition to Bjorken(Bj)longitudinal expansion[24],for whichˆq0(T)=ˆq0(T0)(Tτ)3c2s,(3.19)where c s denotes the sound velocity(taken to be c s=13).The calculation is done in the framework of ideal hydrodynamics,assuming initial conditions relevant for heavy-ion collisions,e.g.a vanishingflow velocity at initial timeτ0[36].The result is shown as the solid curve in Fig.2fora cylindrical medium of radius R A=6.4fm(Au nucleus),fixing the initial timeτ0=0.5fm,as a function of the initial temperature T0.The curves are actually calculated using the approximate analytic expressions derived in[36](see also[37]).In the ratio R flow the dependence on the initial temperature T0cancels.Ignoring the limit given byτQGP results in the dotted curve.We note that R flow is smaller than1.This can be understood in the following way:theflow has a non negligible effect for large enough values of r,where v differs significantly from0.But this is only realized(see Fig.1)when the jet is moving with theflow,since then cosθ≃−1,and thereforeγ(v)(1+v cosθ)<1.This effect is even larger for the dotted curve.We note that the angular dependence of eq.(3.11),which is responsible for the reduction of broadening,and also quenching,is not present in the ansatz for q given in[33]and used in[31,32].Fig.2.R f low as a function of initial temperature T0from eqs.(3.15)and(3.18)(solid curve).Dashed and dotted curves as described in the text.As an exercise we calculated R flow with the following set-up:we assume that q0(T,τ)follows Bjorken’sτde-pendence(3.19),keeping the hydro velocity v(r,τ)inγ(v),but without the r-dependence in the temperature,and dropping the cosθterm.The ratio R flow becomes larger than one,which can be seen from the dashed curve in Fig.2,because in this case the factorγ(v)wins.Two conclusions emerge:a)the effect of the transverseflow is small and of the order≤10%.b)the ratio R flow is smaller than1which goes against the possibility that the transverseflow would allow us to solve the perturbative/non-perturbative dilemma discussed in the introduction.The smallness of the effect is due to the fact that the transverse velocity takes a long time to reach an appreciable value,starting from v=0and cannot provide the possibility of compensating the cooling effect.This can be visualized in Fig.3where we have plotted the quantity(T/T0)3·γ(v)–which is essentially the integrand in eq.(3.15)–for different values ofτ,as a function of r,using ideal hydrodynamics[36].It is interesting to investigate the effects due to a non-vanishing shear viscosity compared to the ideal hydrody-namical description for the quantity(T/T0)3·γ(v),which is plotted in Fig.4.The details of this calculation may be found in[37].4.Energy lossThe medium-induced radiative jet energy loss is determined by the transport coefficientˆq.While the energy loss formalism has been previously developed only for a medium withoutflow it is apparent from the discussion at the end of section3.B that if one uses q,as given in eq.(3.11),to determine the interaction of QCD partons with the medium then there is no modification of the fundamental energy loss formulas.Thus eqs.(25)and(26)of[15]remain valid in the presence offlow.The basic quantity is the radiation spectrum of gluons emitted from the high energy parton.In the soft gluon energy limit,ωmuch smaller than the parton energy,the dominant mechanism consists in multiple scatterings of the radiated gluon offthe”centers”describing the medium[8].For static centers,as well as for a dense(thermal)medium which undergoes longitudinal Bjorken-type expansion[24]the gluon spectrum obeys the following scaling law in terms of a characteristic gluon energyωc[2,16],ωdI2ˆq L2,(4.2) where L denotes the path length of the energetic jet in the medium.In the expanding case[15],eq.(4.2)is generalized to[16,17]ωc= L0dττˆq(τ),(4.3)withˆq(τ)≈1/τ,when following Bjorken[24].However,when transverseflow is present in the medium this nice scaling property does not hold,sinceˆq appears at different times,corresponding to the interference product of the emission amplitude and the complex conjugate one(see eg.eq.(25)in[15]).As for the case of p⊥-broadening,we do not expect large effects due to transverseflow. Therefore,for simplicity,we calculate the ratioRωc=(ωc)Bj+flowπR2A R Asds 2π0dφ τmax0dττ q0(T(r,τ))γ(v)(1+v cosθ),(4.5)and accordingly for(ωc)Bj.As we expect from Fig.2the ratio Rωc does not differ significantly from1,when calculated within(ideal) hydrodynamics and realistic initial conditions for theflowfield v(r,τ0):a typical value is Rωc≃0.85for τ0=0.5fm,T0=400MeV.From this estimate,we expect small effects of radialflow on the quenching of large transverse momentum hadrons produced in nucleus-nucleus collisions.This conclusion on Rωc<1is confirmed in the recent analysis in[35]using eq.(3.11).Our study seems to rule out the possibility of reducing the large value of q from model comparisons with data[20] by including radialflow with initial conditions,which we assume to be realistic and causal in heavy-ion collisions.AcknowledgementsWe would like to thank P.Romatschke and U.A.Wiedemann for stimulating discussions and useful comments. 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