Topography of high- and low-index GaAs surfaces
sar8

Abstract
We present a flow down error analysis from the radar system to topographic height errors for bi-static single pass SAR interferometry for a satellite tandem pair. Because of orbital dynamics the baseline length and baseline orientation evolve spatially and temporally, the height accuracy of the system is modeled as a function of the spacecraft position and ground location. Vector sensitivity equations of height and the planar error components due to metrology, media effects, and radar system errors are derived and evaluated globally for a baseline mission. Included in the model are terrain effects that contribute to layover and shadow and slope effects on height errors. The analysis also accounts for nonoverlapping spectra and the non-overlapping bandwidth due to differences between the two platforms’ viewing geometries. The model is applied to a 514 km altitude 97.4 degree inclination tandem satellite mission with a 300 m baseline separation and X-band SAR. Results from our model indicate that global DTED (Digital Terrain Elevation Data) level 3 can be achieved.
公路工程专业词汇翻译(汉英)

公路highway道路road公路工程highway engineering公路网highway network公路网密度highway density公路等级highway classification公路自然区划climatic zoning for highway公路用地highway right-of—way高速公路freeway等级公路classified highway辅导relief road干线公路arterial highway支线公路feeder highway专用公路accomodation highway国家干线公路(国道)national trunk highway省级干线公路(省道)provincial trunk highway 县公路(县道)county road乡公路(乡道)township road辐射式公路radial highway环形公路ring highway绕行公路bypass交通结构traffic structure交通组成traffic composition混合交通mixed traffic交通流traffic flow交通流理论traffic flow theory车流vehicle stream交通密度traffic density车头间距space headway车头时距time headway车间净距vehicular gap延误delay地点速度spot speed行驶速度running speed运行速度poerating speed临界速度critical speed平均速度average speed计算行车速度(设计车速) design speed交通量traffic volume年平均日交通量annual average daily traffic月平均日交通量monthly average daily traffic 年第30位最大小时交通量thirtieth highest annualhourly volume年最大小时交通量maximum annual hourly设计小时交通量design hourly volume通行能力traffic capacity基本通行能力basic traffic capacity可能通行能力possible traffic capacity设计通行能力design traffic capacity 道路服务水平level of service公路交通规划traffic planning交通调查traffic survey交通量调查traffic volume survey交通量观测站traffic volume observationstation起迄点调查(OD调查) origin-destination study 出行trip境内交通local traffic过境交通through traffic交通发生traffic generation交通分布traffic distribution交通分配traffic assignment交通预测traffic prognosis行车道carriageway分离式行车道divided carriageway车道lane变速车道speed-change lane加速车道acceleration lane减速车道deceleration lane爬坡车道climbing lane停车道parking lane错车道turn—out lane自行车道cycle path路侧人行道sidewalk分隔带lane seperator中央分隔带median divider中间带central strip路肩shoulder;verge路缘带marginal strip路缘石kerb;curb侧向余宽lateral clearance路拱camber;crown路拱横坡crown slope公路建筑限界clearance of highway公路路线highway route公路线形highway alignment平面线形horizontal alignment纵面线形vertical alignment线形要素alignment elements平曲线horizontal curve极限最小平曲线半径limited minimum radius ofhorizontal curve复曲线compound curve反向曲线reverse curve断背曲线broken-back curve回头曲线switch—back curve缓和曲线transition curve竖曲线vertical curve弯道加宽curve widening加宽缓和段transition zone of curve超高superelevation超高缓和段supere levation runoff纵坡longitudinal gradient最大纵坡maximum longitudinal gradient 最小纵坡minimum ongitudinal gradient 变坡点grade change point平均纵坡average gradiant坡长限制grade length limitation高原纵坡拆减highland grade compensation 缓和坡段transition grading zone合成坡度resultant gradent视距sight distance停车视距non-passing sight distance;stopping sight distance超车视距passing sight distance道路交叉road intersection;道口railroad grade crossing平面交叉at—grade intersection ;grade crossing正交叉right-angle intersection斜交叉skew intersection环形交叉rotary intersection十字形交叉“+”intersectionT形交叉T intersection错位交叉offset intersection;staggered junction Y形交叉Y intersection立体交叉grade separation分离式立体交叉simple grade separation,separate grade crossing互通式立体交叉interchange首蓿叶形立体交叉full cloverleaf interchange部分首蓿叶形立体交叉cloverleaf interchange菱形立体交叉diamond interchange定向式立体交叉directional interchange喇叭形立体交叉three-leg interchange环形立体交叉rotary interchange匝道ramp交叉口road crossing; intersection交叉口进口intersection entrance交叉口出口intersection exit加铺转角式交叉口intersection with widenedcorners拓宽路口式交叉口flared intersection分道转弯式交叉口channelized intersection渠化交通channelization交织weaving交织路段weaving section合流converging分流diverging 冲突点conflict point交通岛traffic island导流岛channe lization island中心岛central island安全岛refuge island沿线设施roadside facilities交通安全设施traffic safety device人行横道crosswalk人形地道pedestrian underpass人形天桥pedestrian overcrossing护栏guard fence防护栅guard fence,safety barrier 遮光栅anti—dizzling screen应急电话emergency telephone反光标志reflective sign反光路钮reflective button弯道反光镜traffic mirror道路交通标志road traffic sign警告标志warning sign禁令标志regulatory sign指示标志guide sign指路标志information sign辅助标志auxiliary sign可变信息标志changeable message sign路面标线pavement marking防雪设施snow protection facilities 防沙设施sands protection facilities 隔音墙acoustic barrier停车场parking area踏勘reconnaissance可行性研究feasibility study线形设计highway alignment design 公路景观设计highway landscape design 选线route selection路线控制点control point定线location比较线alternative line展线line development初测preliminary survey定测location survey地貌topographie fcature地物culture地形topography台地terrace垭口pass;saddle back平原区plain terrain微丘区rolling terrain重丘区hilly terrain山岭区mountainous terrain沿溪线valley line山脊线ridge line山坡线hill-side line越岭线ridge crossing line土方调配cut-fill transition土方调配图cut-fill transition program土方调配经济运距economical hauling distance导线traverse导线测量traverse survey中线center line中线测量center line survey施工测量construction survey竣工测量final survey(路线)平面图plan交点intersection point虚交点imaginary intersection point转点turning point转角intersection angle方位角azimuth angle象限角bearing方向角direction angle切线长tangent length曲线长curve length外(矢)距external secant测站instrument station测点observation point中桩center stake加桩additional stake护桩reference stake断链broken chainage水准测量levelling survey水准点bench mark绝对基面absolute datum高程elevation地面高程ground elevation设计高程designed elevation(路线)纵断面图profile中桩填挖高度cut and fill at center stake地形测量topographic survey基线base line地形图topographic map等高线contour line横断面测量cross—sectional survey横断面图cross—section坑探pit test钻探boring摄影测量photogrammetry航空摄影测量aerial photogrammetry地面立体摄影测量ground stereophoto grammetry 地面控制点测量ground control-point survey航摄基线aerophoto base影像地图photographic map像片索引图(镶辑复照图)photo index航摄像片判读aerophoto interpretation 综合法测图planimatric photo全能法测图universal photo微分法测图differential photo像片镶嵌图photo mosaic路基subgrade路堤embankment路堑cutting半填半挖式路基part cut-partfill subgrade 台口式路基benched subgrade路基宽度width of subgrade路基设计高程design elevation of subgrade (路基)最小填土高度minimum height of fill边坡side slope边坡坡度grade of side slope(边)坡顶top of slope(边)坡脚toe of slope护坡道berm边坡平台plain stage of slope碎落台berm at the foot of cutting slope 护坡slope protection挡土墙retaining wall重力式挡土墙gravity retaining wall横重式挡土墙balance weight retaining wall 悬臂式挡土墙cantilever retaining wall扶壁式挡土墙counterfort retaining wall柱板式挡土墙column-plate retaining wall 锚杆式挡土墙anchored retaining wall by tie rods 锚碇板式挡土墙anchored bulkhead retaining wall 石笼rock filled gabion抛石riprap路基排水subgrade drainage边沟side ditch截水沟intercepting ditch排水沟drainage ditch急流槽chute跌水drop water蒸发池evaporation pond盲沟blind drain渗水井seepage well透水路堤permeable embankment过水路面ford填方fill挖方cut借土borrow earth弃土waste取土坑borrow pit弃土堆waste bank回填土back-filling黄土loess软土soft soil淤泥mud泥沼moor泥炭peat盐渍土salty soil膨胀土expansive soil冻土frozen soil流砂quicksand软弱地基soft ground强夯法dynamic consolidation预压法preloading method反压护道loading berm砂井sand drain路基沙垫层sand mat of subgrade压实compaction压实度degree of compaction(标准)最大干容重maximum dry unit weight相对密实度relative density毛细水capillary water土石方爆破blasting crater抛掷爆破blasting for throwing rock爆破漏斗blasting crater松动爆破blasting for loosening rock爆破作用圈acting cire les of blasting路面pavement弹性层状体系理论elastic multilayer theory(回弹)弯沉deflection加州承载比(CBR) California bearing ratio(CBR) 路面宽度width of pavement路槽road trough刚性路面rigid pavement柔性路面flexible pavement路面结构层pavement structure layer面层surface course磨耗层wearing course联结层binder course基层base course垫层bed course隔水层aquitard隔温层thermal insulating course封层seal coat透层prime coat保护层protection course补强层streng thening layer 高级路面high type pavement次高级路面sub—high type pavement中级路面intermediate type pavement 低级路面low type pavement水泥混凝土路面cement concrete pavement沥青路面bituminous pavement沥青混凝土路面bituminous concrete pavement 沥青碎石路面bituminous macadam pavement 沥青贯入碎(砾)石路面bituminous penetration pavement沥青表面处治bituminous surface treatment 块料路面block pavement石块路面stone block pavement泥结碎石路面clay-bound macadam pavement 水结碎石路面water—bound macadam pavement级配路面graded aggregate pavement稳定土基层stabilized soil base course工业废渣基层industrial waste base course块石基层telford base层铺法spreading in layers拌和法mixing method厂拌法plant mixing method路拌法road mixing method热拌法hot mixing method冷拌法cold mixing method贯入法penetration method铺砌法pitching method缩缝contraction joint胀缝expansion joint真缝true joint假缝dummy joint横缝transverse joint纵缝longitudinal joint施工缝construction joint传力杆dowel bar拉杆tie bar路面平整度surface evenness路面粗糙度surface roughness路面摩擦系数friction coefficient of pavement 附着力adhesive force水滑现象hydroplaning phenomenon桥梁bridge公路桥highway bridge公铁两用桥highway and rail transit bridge 人形桥pedestrian bridge跨线桥overpass bridge高架桥viaduct永久性桥permanent bridge半永久性桥semi-permanent bridge临时性桥temporary bridge钢筋混凝土桥reinforced concrete bridge预应力混凝土桥prestressed concrete bridge钢桥steel bridge圬工桥masonry bridge木桥timber bridge正交桥right bridge斜交桥skew bridge弯桥curved bridge坡桥bridge on slope斜桥skew bridge正桥right bridge上承式桥deck bridge中承式桥half-through bridge下承式桥through bridge梁桥beam bridge简支梁桥simple supported team bridge 连续梁桥continuous beam bridge悬臂梁桥cantilever beam bridge联合梁桥composite beam bridge板桥slab bridge拱桥arch bridge双曲拱桥two—way curved arch bridge 空腹拱桥open spandrel arch bridge实腹拱桥filled spandrel arch bridge系杆拱桥bowstring arch bridge桁架桥truss bridge钢构桥rigid frame bridgeT形钢构桥T—shaped rigid frame bridge 连续钢构桥continuous rigid frame bridge 斜腿钢构桥rigid frame bridge with inclinedlegs斜拉桥(斜张桥) cable stayed bridge悬索桥suspension bridge漫水桥submersible bridge浮桥pontoon bridge开启桥movable bridge装配式桥fabricated bridge装拆式钢桥fabricated steel bridge涵洞culvert管涵pipe culvert拱涵arch culvert箱涵box culvert盖板涵slab culvert无压力式涵洞non-pressure culvert压力式涵洞pressure culvert半压力式涵洞partial pressure culvert倒虹吸涵siphon culvert上部结构superstructure 主梁main beam横梁floor beam纵梁longitudinal beam,stringer挂梁suspended beam拱圈arch,ring拱上结构spandrel structure腹拱spandrel arch拱上侧墙spandrel wall桥面系floor system,bridge decking桥面铺装bridge deck pavement伸缩缝expansion and contraction joint 桥面伸缩装置bridge floor expansion andcontraction installation安全带afety belt桥头搭板transition slab at bridge head下部结构substructure桥墩pier墩身pier body墩帽coping盖梁bent cap破冰体ice apron重力式桥墩gravity pier实体桥墩solid pier空心桥墩hollow pier柱式桥墩column pier排架桩墩pile bent pier柔性墩flexible pier制动墩braking pier单向推力墩single direction thrusted pier桥台abutment台身abutment body前墙front wall翼墙wing walls台帽coping锥坡conical slope耳墙wing wallsU形桥台U-shaped abutment八字形桥台flare wing wall abutment一字形桥台head wall abutment,straight abutment 重力式桥台gravity abutment埋置式桥台buried abutment扶壁式桥台counterforted abutment锚锭板式桥台anchored bulkhead abutment 支撑式桥台supported type abutment地基subsoil加固地基consolidated subsoil天然地基natural subsoil基础foundation扩大基础spread foundation沉井基础open caission foundation管柱基础cylindrical shaft foundation桩基础pile poundation桩pile预制桩precast pile就地灌注桩cast—in-place concrete pile摩擦桩friction pile支承桩bearing pile承台bearing platform支座bearing固定支座fixed bearing活动支座expansion bearing索塔cable bent tower索鞍cable saddle调治构造物regulating structure丁坝spur dike顺坝longitudinal dam桥位bridge site桥梁全长total length of bridge主桥main bridge引桥approach span跨径span桥涵计算跨径computed span桥涵净跨径clear span矢跨比rise span ratio计算矢高calculated rise of arch桥下净空clearance of span桥面净空clearance above bridge floor桥梁建筑高度construction height of bridge 荷载load永久荷载permanent load可变荷载variable load偶然荷载accidental load荷载组合loading combinations车辆荷载标准loading standard for design vchicle 设计荷载design load施工荷载construction load梁beam简支梁simple—supported beam连续梁continuous beam悬臂梁cantilever beam板slab拱arch桁架truss刚构rigid frame柱column强度strength刚度stiffness ,rigidity抗裂度crack resistance 稳定性stability位移displacement变形deformation挠度deflection预拱度camber流域catchment basin集水面积runoff area径流runoff水文测验hydrological survey河床river bed河槽river channel主槽main channel边滩side shoal河滩rlood land河床宽度bed width河槽宽度channel width过水断面discharge section水位water level最高(或最低)水位maximum(minimum)water level 通航水位navigable water level设计水位design water level水面比降water surface slope河床比降gradient of river bed湿周weffed perimeter糙率coefficient of roughuess水力半径hydraulic radius水文计算hydrological computation设计流量designed discharge设计流速designed flow velocity行近流速approach velocity洪水调查floor survey洪水频率floor frequency设计洪水频率designed flood frequency潮汐河流tidal river悬移质suspended load推移质bed material load水力计算hydraulic computation水头water head冲刷scour桥下一般冲刷general scour under bridge桥墩(或墩台)局部冲刷local scour near pier自然演变冲刷natural scour冲刷系数coefficient of scouring淤积silting壅水back water流冰ice drift先张法pretensioning method后张法post-tensioning method缆索吊装法erection with cableway悬臂拼装法erection by protrusion悬臂浇筑法cast-in—place cantilever mathod移动支架逐跨施工法span by span method纵向拖拉法erection by longtitudinal pullingmethod顶推法incremental launching method 转体架桥法construction by swing浮运架桥法erecting by floating顶入法jack—in method围堰cofferdam护筒pile casing隧道tunnel洞门tunnel portal衬砌tunnel lining明洞open cut tunnel围岩surrounding rork隧道建筑限界structural approach limit of runnels 明挖法open cut method矿山法mine tunnelling method盾构法shield tunneling method沉埋法(沉管法)lmmersed tunnel导坑heading隧道支撑tunnel support构件支撑element support喷锚支护lock bolt support with shotcrete 隧道通风tunnel ventilation隧道照明tunnel lighting养护maintenance定期养护periodical maintenance巡回养护patrol maintenance大中修周期maintenance period小修保养routine maintenance中修intermediate maintenance大修heavy maintenance改善工程road inprovement抢修emergency repair of road加固strengthening of structure回砂sand sweeping罩面overlay of pavement路面翻修pavement recapping路向补强pavement strengthening车辙rutting路面搓板surface corrugation路面网裂net-shaped cracking路面龟裂alligator cracking路面碎裂pavement spalling反射裂缝reflection crack路面坑槽pot holes路面冻胀surface frost heave 路面沉陷pavement depression路面滑溜surface slipperiness露骨suiface angularity啃边edge failure泛油bleeding拥包upheaval拱胀blow up错台faulting of slab ends错位slab staggering滑坡slide坍方land slide崩塌collapse碎落debris avalanche沉降settlement沉陷subsidence泥石流mud avalanche(振动)液化liquefaction翻浆frost boiling岩溶karst沙害sand hazard雪害snow hazard水毁washout好路率rate of good road养护质量综合值general tating of maintenancequality路容road appearance路况road condition路况调查road condition survey路政管理rlad administration民工建勤civilian labourers working onpublic project养路费toll of road maintenance养路道班maintenance gang粒料granular material集料(骨料) aggregate矿料mineral aggregate矿粉mineral powder砂sand砾石gravel砂砾sand gravel卵石cobble stone碎石broken stone,crushed stone片石rubble块石block stone料石dressed stone石屑chip工业废渣industrial solid waste结合料binder有机结合料organic binding agent沥青bitumen地沥青asphalt天然沥青natural asphalt石油沥青petroleum asphalt煤沥青coal tar乳化沥青emulsified bitumen氧化沥青oxidized asphalt路用沥青road bitumen无机结合料inorganic binding agent粉煤灰fly ash混合料mixture沥青混合料bituminous mixture沥青混凝土混合料bituminous concrete mixture 沥青碎石混合料bituminous macadam mixture 沥青砂asphalt sand沥青膏asphalt mastic水泥砂浆cement mortar石灰砂浆lime mortar水泥混凝土混合料cement concrete mixture水泥混凝土cement concrete钢筋混凝土reinforced concrete预应力(钢筋)混凝土prestressed concrete早强混凝土early strength concrete干硬性混凝土dry concrete贫混凝土lean concrete轻质混凝土light-wehght concrete纤维混凝土fibrous concrete外掺剂admixture减水剂water reducing agent加气剂air entraining agent早强剂early strength agent缓凝剂retarder钢筋steel bar预应力钢材prestressing steel高强钢丝high tensile steel wire钢铰线stranded steel wire冷拉钢筋cold-stretched steel bar冷拔钢丝cold—drawn steel wire高强螺栓high strength bolt空隙率porosity孔隙比void ratio粒径grain size颗粒组成grain composition细度fineness筛分sieve analysis级配gradation级配曲线grading curve最佳级配optimum gradation含水量water content最佳含水量optimum water content 稠度界限consistency limit液限liquid limit塑限plastic limit缩限shrinkage limit塑性指数plasticity index水泥标号cement mark水泥混凝土标号cement concrete mark水泥混凝土配合比proportioning of cement concrete 水灰比water cement ratio和易性workabillty坍落度slump硬化hardening水硬性hydraulicity气硬性air hardening离析segregation徐变creep老化ageing(沥青)稠度consistency (of bitumen)针入度penetration粘(滞)度viscosity软化点softening point延度ductility闪点flash point溶解度dissolubility热稳性hot stability水稳性water stability油石化asphalt-aggregate ratio含油率bitumen content压碎率rate of crushing磨耗率abrasiveness弹性模量modulus of elasticity回弹模量modulus of resilience劲度(模量)stiffness modulus模量比modulus ratio泊松比poisson's ratio疲劳试验fatigue test劈裂试验splitting test三轴试验triaxial test击实试验compaction test触探试验cone penetration test弯沉试验deflection test环道试验circular track test承载板试验loading plate test透水性试验perviousness test车辙试验wheel tracking test马歇尔试验Marshall stability test压实度试验compactness test铺砂法sand patch method硬练胶砂强度试验earth-dry mortar strength –test软练胶砂强度试验plastic mortar strength—test (水泥)安定性试验soundness test(of cement)击实仪compaction test equipment长杆贯入仪penetration test equipment承载板loading plate杠杆完沉仪beam lever deflectometer路面曲率半径测定仪surface-curvature apparatus路面平整度测定仪viameter路面透水度测定仪surface permeameter五轮仪fifth-wheel tester制动仪skiddometer速度检测器speed detector万能试验机universal testing machine三轴(剪切)仪triaxial shear ratiotester加州承载比(CBR)测定仪California bearingratiotester标准筛standard sieves(沥青)针入度仪penetrometer(沥青)粘度仪viscosimeter(沥青)延度仪ductilometer(沥青)软化点仪(环-球法)softening pointtester(ringball method)闪点仪(开口杯式) flash point tester(open cupmethod)马歇尔稳定度仪Marshall stability apparatus (沥青混合料)抽提机bitumen extractor砂浆稠度仪mortar penetration tester坍落度圆锥筒slump cone标准工业粘度计standard concrete consistometer 饱和面干吸水率试模saturated—surface—duiedmoisture retention tester撞击韧度试验机impact toughness machine圆盘耐磨硬度试验机wear hardness machine狄法尔磨耗试验机Deval abrasion testing machine 洛杉矶磨耗试验机Los Angeles abrasiontestingmachine压碎率试模crushing strength tester单斗挖掘机single-bucket excavator推土机bulldozer除根机rootdozer铲运机scraper平地机grader挖沟机trencher耕耘机cultivator松土机ripper松土搅拌机pulvi-mixer稳定土拌和机stabilizer凿岩机rock breaker碎石机stone crusher碎石撒布机stone spreader 装载机loader羊足压路机sheep—foot roller手扶式单轮压路机walk behind single drum蛙式打夯机frog rammer内燃夯实机internal comtustion compactor 铁夯(铁撞柱)tamping iron压路机roller振动压路机vibratory roller沥青加热器asphalt heater沥青泵asphalt pump沥青洒布机asphalt sprayer沥青洒布车asphalt distributor沥青混合料拌和设备asphalt mixing plant沥青混合料摊铺机asphalt paver散装水泥运输车cement deliver truck水泥混凝土混合料拌和设备concrete mixing plant (水泥混凝土混合料)搅拌运输车concrete delivertruck水泥混凝土混合料摊铺机concrete paver振捣器concrete vibrator水泥混凝土混合料整面机concrete finisher真空泵vacuum pump水泥混凝土路面切缝机concrete joint cutter水泥混凝土路面锯缝机concrete saw水泥混凝土路面清缝机concrete joint cleaner水泥混凝土路面填缝机concrete joint sealer水泵pump泥浆泵mud pump张拉钢筋油泵prestressed steel bar drawing oil pump 砂浆泵mortar pump水泥混凝土混合料泵concrete pump钢筋切断机bar shear钢筋冷轧机cold-rolling mill钢筋冷拉机steel stretcher钢筋冷拔机steel bar cold-extrudingmachine钢筋冷镦机steel bar heading press machine 钢筋拉伸机steel extension machine钢筋弯曲机steel bar bender钢筋调直机steel straighten machine对焊机butt welder钻孔机boring machine打桩机pile driver拔桩机pile extractor千斤顶jack张拉预应力钢筋千斤顶prestressed steel bar drawingjack手拉葫芦chain block起重葫芦hoisting block卷扬机hoister缆索吊装设备cableway erecting equipment起重机crane架桥机bridge erection equipment砂筒sand cylinder盾构shield全气压盾构compressed air shield半盾构roof shield隧道掘进机tunnel boring machine全断面隧道掘进机tunnel boring machine for fullcection喷枪shotcrete equipment装碴机mucker盾构千斤顶main jack拉合千斤顶pull—in jacks复拌沥青混合料摊铺机asphalt remixer路面铣削机pavemill回砂车sand sweeping equipment除雪机snow plough装雪机snow loader洗净剂喷布车detergent spray truck清扫车sweeper洒水车water truck划标线机line maker振动筛vibrating screen撒布机spreader输送机conveyer提升机elevator翻斗车dump-body car自卸汽车dumping wagon牵引车tow truck拖车头tractor truck挂车trailer平板车flat truck工程车shop truck万能杆件fabricated universal steel members 交通规划traffic rules交通事故traffic accident交通事故率traffic accident rate人口事故率population accident rate车辆事故率vehicle accident rate运行事故率operating accident rate交通控制traffic control中央控制台central control unit点控制spot control线控制line control面控制area control交通信号traffic signal交通信号灯traffic signal lamp信号周期signal cycle 绿信比split ratio信号相位signal phase相位差phase difference 绿波green wave交通监视系统traffic surveillance 交通公害vehicular pollution。
道路中英术语对照

中英术语对照公路highway道路road公路工程highway engineering公路网highway network公路网密度highway density公路等级highway classification公路自然区划climatic zoning for highway公路用地highway right-of-way高速公路freeway等级公路classified highway辅道relief road干线公路arterial highway支线公路feeder highway专用公路accommodation highway国家干线公路(国道)national trunk highway省级干线公路(国道)provincial trunk highway县公路(县道)county road乡公路(乡道)township road辐射式公路radial highway环形公路ring highway绕行公路bypass交通结构traffic structure交通组成traffic composition混合交通mixed traffic交通流traffic flow交通流理论traffic flow theory车流vehicle stream交通密度traffic density车头间距space headway车头时距time headway车间净距vehicular gap延误delay地点速度spot speed行驶速度running speed运行速度operating speed临界速度critical speed平均速度average speed计算行车速度(设计车速)design speed 交通量traffic volume年平均日交通量annual average daily traffic月平均日交通量monthly average daily traffic年第30位最大小时交通量thirtieth highest annualhourly volume年最大小时交通量maximum annual hourly 设计小时交通量design hourly volume 通行能力traffic capacity基本通行能力basic traffic capacity 可能通行能力possible traffic capacity 设计通行能力design traffic capacity 道路服务水平level of service公路交通规划traffic planning交通调查traffic survey交通量调查traffic volume survey交通量观测站traffic volume observationstation起迄点调查(OD调查)origin-destination study出行trip境内交通local traffic过境交通through traffic交通发生traffic generation交通分布traffic distribution交通分配traffic assignment交通预测traffic prognosis行车道carriageway分离式行车道divided carriageway车道lane变速车道speed-change lane加速车道acceleration lane减速车道deceleration lane爬坡车道climbing lane停车道parking lane错车道turn-out lane自行车道cycle path路侧人行道sidewalk分隔带lane separator中央分隔带median divider中间带central strip路肩shoulder;verge路缘带marginal strip路缘石kerb;curb侧向余宽lateral clearance路拱camber;crown路拱横坡crown slope公路建筑限界clearance of highway公路路线highway route公路线形highway alignment平面线形horizontal alignment纵面线形vertical alignment线形要素alignment elements平曲线horizontal curve极限最小平曲线半径limited minimum radius of horizontal curve复曲线compound curve反向曲线reverse curve断背曲线broken-back curve回头曲线switch-back curve缓和曲线transition curve竖曲线vertical curve弯道加宽curve widening加宽缓和段transition zone of curve 超高superelevation超高缓和段superelevation runoff纵坡longitudinal gradient最大纵坡maximum longitudinal gradient 最小纵坡minimum longitudinal gradient 变坡点grade change point平均纵坡average gradiant坡长限制grade length limitation高原纵坡拆减highland grade compensation缓和坡段transition grading zone合成坡度resultant gradient视距sight distance停车视距non-passing sight distance, stopping sight distance超车视距passing sight distance道路交叉road intersection;道口railroad grade crossing平面交叉at-grade intersection;grade crossing正交叉right-angle intersection 斜交叉skew intersection环形交叉rotary intersection十字形交叉"+"T形交叉T intersection错位交叉offset intersection; staggered junctionY形交叉Y intersection立体交叉grade separation分离式立体交叉simple grade separation, separate grade crossing互通式立体交叉interchange苜蓿叶形立体交叉full cloverleaf interchange部分苜蓿叶形立体交叉cloverleaf interchange菱形立体交叉diamond interchange定向式立体交叉directional interchange喇叭形立体交叉three-Leg interchange 环形立体交叉rotary interchange匝道ramp交叉口road crossing;intersection交叉口进口intersection entrance交叉口出口intersection exit加铺转角式交叉口intersection with widened corners拓宽路口式交叉口flared intersection 分道转弯式交叉口channelized intersection渠化交通channelization交织weaving交织路段weaving section合流converging分流diverging冲突点conflict point交通岛traffic island导流岛channelization island中心岛central island安全岛refuge island沿线设施roadside facilities交通安全设施traffic safety device人行横道crosswalk人行地道pedestrian underpass人行天桥pedestrian overcrossing护栏guard fence防护栅guard fence,safety barrier遮光栅anti-dizzling screen应急电话emergency telephone反光标志reflective sign反光路钮reflective button弯道反光镜traffic mirror道路交通标志road traffic sign警告标志warning sign禁令标志regulatory sign指示标志guide sign指路标志information sign辅助标志auxiliary sign可变信息标志changeable message sign 路面标线pavement marking防雪设施snow protection facilities 防沙设施sands protection facilities 隔音墙acoustic barrier停车场parking area踏勘reconnaissance可行性研究feasibility study线形设计highway alignment design公路景观设计highway landscape design 选线route selection路线控制点control point定线location比较线alternative line展线line development初测preliminary survey定测location survey地貌topographic feature地物culture地形topography台地terrace垭口pass;saddle back平原区plain terrain微丘区rolling terrain重丘区hilly terrain山岭区mountainous terrain沿溪线valley line山脊线ridge line山坡线hill-side line越岭线ridge crossing line土方调配cut-fill transition 土方调配图cut-fill transition program 土方调配经济运距economical hauling distance导线traverse导线测量traverse survey中线center line中线测量center line survey施工测量construction survey竣工测量final survey(路线)平面图plan交点intersection point虚交点imaginary intersection point 转点turning point转角intersection angle方位角azimuth angle象限角bearing方向角direction angle切线长tangent length曲线长curve length外(矢)距external secant测站instrument station测点observation point中桩center stake加桩additional stake护桩reference stake断链broken chainage水准测量leveling survey水准点bench mark绝对基面absolute datum高程elevation地面高程ground elevation设计高程designed elevation(路线)纵断面图profile中桩填挖高度cut and fill at center stake地形测量topographic survey基线base line地形图topographic map等高线contour line横断面测量cross-sectional survey横断面图cross-section坑探pit test钻探boring摄影测量photogrammetry航空摄影测量aerial photogrammetry地面立体摄影测量ground stereophoto grammetry地面控制点测量ground control-point survey航摄基线aerophoto base影像地图photographic map像片索引图(镶辑复照图)photo index航摄像片判读aerophoto interpretation 综合法测图planimatric photo全能法测图universal photo微分法测图differential photo像片镶嵌图photo mosaic路基subgrade路堤embankment路堑cutting半填半挖式路基part cut-partfill subgrade台口式路基benched subgrade路基宽度width of subgrade路基设计高程design elevation of subgrade(路基)最小填土高度minimum height of fill边坡side slope边坡坡度grade of side slope(边)坡顶top of slope(边)坡脚toe of slope护坡道berm边坡平台plain stage of slope碎落台berm at the foot of cutting slope护坡slope protection挡土墙retaining wall重力式挡土墙gravity retaining wall 衡重式挡土墙balance weight retaining wall悬臂式挡土墙cantilever retaining wall 扶壁式挡土墙counterfort retaining wall柱板式挡土墙column-plate retaining wall锚杆式挡土墙anchored retaining wall by tie rods 锚碇板式挡土墙anchored bulkhead retaining wall石笼rock filled gabion抛石riprap路基排水subgrade drainage边沟side ditch截水沟intercepting ditch排水沟drainage ditch急流槽chute跌水drop water蒸发池evaporation pond盲沟blind drain渗水井seepage well透水路堤permeable embankment过水路面ford填方fill挖方cut借土borrow earth弃土waste取土坑borrow pit弃土堆waste bank回填土back-filling黄土loess软土soft soil淤泥mud泥沼moor泥炭peat盐渍土salty soil膨胀土expansive soil冻土frozen soil多年冻土permafrost流砂quicksand软弱地基soft ground强夯法dynamic consolidation预压法preloading method反压护道loading berm砂井sand drain路基砂垫层sand mat of subgrade压实compaction压实度degree of compaction(标准)最大干容重maximum dry unit weight相对密实度relative density毛细水capillary water土石方爆破blasting procedure抛掷爆破blasting for throwing rock 爆破漏斗blasting crater松动爆破blasting for loosening rock 爆破作用圈acting circles of blasting 路面pavement弹性层状体系理论elastic multilayer theory(回弹)弯沉deflection加州承载比(CBR)California bearing ratio,(CBR)路面宽度width of pavement路槽road trough刚性路面rigid pavement柔性路面flexible pavement路面结构层pavement structure layer 面层surface course磨耗层wearing course联结层binder course基层base course垫层bed course隔水层aquitard隔温层thermal insulating course封层seal coat透层prime coat保护层protection course补强层strengthening layer高级路面high type pavement次高级路面sub-high type pavement中级路面intermediate type pavement 低级路面low type pavement水泥混凝土路面cement concrete pavement沥青路面bituminous pavement沥青混凝土路面bituminous concrete pavement沥青碎石路面bituminous macadam pavement沥青贯入碎(砾)石路面bituminous penetration pavement沥青表面处治bituminous surface treatment块料路面block pavement石块路面stone block pavement 泥结碎石路面clay-bound macadam pavement水结碎石路面water-bound macadam pavement级配路面graded aggregate pavement稳定土基层stabilized soil base course 工业废渣基层industrial waste base course块石基层Telford base层铺法spreading in layers拌和法mixing method厂拌法plant mixing method路拌法road mixing method热拌法hot mixing method冷拌法cold mixing method热铺法hot laid method冷铺法cold laid method贯入法penetration method铺砌法pitching method缩缝contraction joint胀缝expansion joint真缝true joint假缝dummy joint横缝transverse joint纵缝longitudinal joint施工缝construction joint传力杆dowel bar拉杆tie bar路面平整度surface evenness路面粗糙度surface roughness路面摩擦系数friction coefficient of pavement附着力adhesive force水滑现象hydroplaning phenomenon桥梁bridge公路桥highway bridge公铁两用桥highway and rail transit bridge人行桥pedestrian bridge跨线桥overpass bridge高架桥viaduct永久性桥permanent bridge半永久性桥semi-permanent bridge临时性桥temporary bridge钢筋混凝土桥reinforced concrete bridge预应力混凝土桥prestressed concrete bridge钢桥steel bridge圬工桥masonry bridge木桥timber bridge正交桥right bridge斜交桥skew bridge弯桥curved bridge坡桥bridge on slope斜桥skew bridge正桥right bridge上承式桥deck bridge中承式桥half-through bridge下承式桥through bridge梁桥beam bridge简支梁桥simple supported beam bridge 连续梁桥continuous beam bridge悬臂梁桥cantilever beam bridge联合梁桥composite beam bridge板桥slab bridge拱桥arch bridge双曲拱桥two-way curved arch bridge 空腹拱桥open spandrel arch bridge实腹拱桥filled spandrel arch bridge 系杆拱桥bowstring arch bridge桁架桥truss bridge刚构桥rigid frame bridgeT形刚构桥T-shaped rigid frame bridge 连续刚构桥continuous rigid frame bridge斜腿刚构桥rigid frame bridge with inclined legs斜拉桥(斜张桥)cable stayed bridge悬索桥suspension bridge漫水桥submersible bridge浮桥pontoon bridge开启桥movable bridge装配式桥fabricated bridge装拆式钢桥fabricated steel bridge涵洞culvert管涵pipe culvert拱涵arch culvert 箱涵box culvert盖板涵slab culvert无压力式涵洞non-pressure culvert压力式涵洞pressure culvert半压力式涵洞partial pressure culvert 倒虹吸涵siphon culvert上部结构superstructure主梁main beam横梁floor beam纵梁longitudinal beam, stringer挂梁suspended beam拱圈archring拱上结构spandrel structure腹拱spandrel arch拱上侧墙spandrel wall桥面系floor system, bridge decking 桥面铺装bridge deck pavement伸缩缝expansion and contraction joint 桥面伸缩装置bridge floor expansion andcontraction installation安全带safety belt桥头搭板transition slab at bridge head 下部结构substructure桥墩pier墩身pier body墩帽coping盖梁bent cap破冰体ice apron重力式桥墩gravity pier实体桥墩solid pier空心桥墩hollow pier柱式桥墩column pier排架桩墩pile bent pier柔性墩flexible pier制动墩braking pier单向推力墩single direction thrusted pier桥台abutment台身abutment body前墙front wall翼墙wing walls台帽coping锥坡conical slope耳墙wing wallsU形桥台U-shaped abutment八字形桥台flare wing wall abutment 一字形桥台head wall abutment, straight abutment重力式桥台gravity abutment埋置式桥台buried abutment扶壁式桥台counterforted abutment锚锭板式桥台anchored bulkhead abutment支撑式桥台supported type abutment地基subsoil加固地基consolidated subsoil天然地基natural subsoil基础foundation扩大基础spread foundation沉井基础open caisson foundation管柱基础cylindrical shaft foundation 桩基础pile foundation桩pile预制桩precast pile就地灌注桩cast-in-place concrete pile 摩擦桩friction pile支承桩bearing pile承台bearing platform支座bearing固定支座fixed bearing活动支座expansion bearing索塔cable bent tower索鞍cable saddle调治构造物regulating structure丁坝spur dike顺坝longitudinal dam桥位bridge site桥梁全长total length of bridge主桥main bridge引桥approach span跨径span桥涵计算跨径computed span桥涵净跨径clear span矢跨比rise span ratio计算矢高calculated rise of arch桥下净空clearance of span桥面净空clearance above bridge floor 桥梁建筑高度construction height of bridge荷载load永久荷载permanent load可变荷载variable load偶然荷载accidental load荷载组合loading combinations车辆荷载标准loading standard for design vehicle设计荷载design load施工荷载construction load梁beam简支梁simple-supported beam连续梁continuous beam悬臂梁cantilever beam板slab拱arch桁架truss刚构rigid frame柱column强度strength刚度stiffness rigidity抗裂度crack resistance稳定性stability位移displacement变形deformation挠度deflection预拱度camber流域catchment basin集水面积runoff area径流runoff水文测验hydrological survey河床river bed河槽river channel主槽main channel边滩side shoal河滩flood land河床宽度bed width河槽宽度channel width过水断面discharge section水位water level最高(或最低)水位maximum (minimum)water level通航水位navigable water level设计水位design water lever水面比降water surface slope河床比降gradient of river bed湿周wetted perimeter糙率coefficient of roughness水力半径hydraulic radius水文计算hydrological computation设计流量designed discharge设计流速designed flow velocity行近流速approach velocity洪水调查flood survey洪水频率flood frequency设计洪水频率designed flood frequency 潮汐河流tidal river悬移质suspended load推移质bed material load水力计算hydraulic computation水头water head冲刷scour桥下一般冲刷general scour under bridge桥墩(或台)局部冲刷local scour near pier自然演变冲刷natural scour冲刷系数coefficient of scouring淤积silting壅水back water流冰ice drift先张法pretensioning method后张法post-tensioning method缆索吊装法erection with cableway悬臂拼装法erection by protrusion悬臂浇筑法cast-in-place cantilever method移动支架逐跨施工法span by span method 纵向拖拉法erection by longitudinal pulling method顶推法incremental launching method 转体架桥法construction by swing浮运架桥法erecting by floating顶入法jack-in method围堰cofferdam护筒pile casing隧道tunnel 洞门tunnel portal衬砌tunnel lining明洞open cut tunnel围岩surrounding rock隧道建筑限界structural approach limit of tunnels明挖法open cut method矿山法mine tunnelling method盾构法shield tunnelling method沉埋法(沉管法)immersed tunnel导坑heading隧道支撑tunnel support构件支撑element support喷锚支护lock bolt support with shotcrete隧道通风tunnel ventilation隧道照明tunnel lighting养护maintenance定期养护periodical maintenance巡回养护patrol maintenance大中修周期maintenance period小修保养routine maintenance中修intermediate maintenance大修heavy maintenance改善工程road improvement抢修emergency repair of road加固strengthening of structure回砂sand sweeping罩面overlay of pavement路面翻修pavement recapping路面补强pavement strengthening车辙rutting路面搓板surface corrugation路面网裂net-shaped cracking路面龟裂alligator cracking路面碎裂pavement spalling反射裂缝reflection crack路面坑槽pot holes路面冻胀surface frost heave路面沉陷pavement depression路面滑溜surface slipperiness露骨surface angularity啃边edge failure泛油bleeding拥包upheaval拱胀blow up错台faulting of slab ends错法slab staggering滑坡slide坍方land slide崩塌collapse碎落debris avalanche沉降settlement沉陷subsidence泥石流mud avalanche(振动)液化liquefaction翻浆frost boiling岩溶karst沙害sand hazard雪害snow hazard水毁washout好路率rate of good roads养护质量综合值general rating of maintenance quality路容road appearance路况road condition路况调查road condition survey路政管理road administration民工建勤civilian labourers working on public project养路费toll of road maintenance养路道班maintenance gang粒料granular material集料(骨料)aggregate矿料mineral aggregate矿粉mineral powder砂sand砾石gravel砂砾sand gravel卵石cobble stone碎石broken stone, crushed stone片石rubble块石block stone料石dressed stone石屑chip工业废渣industrial solid waste结合料binder有机结合料organic binding agent 沥青bitumen地沥青asphalt天然沥青natural asphalt石油沥青petroleum asphalt煤沥青coal tar乳化沥青emulsified bitumen氧化沥青oxidized asphalt路用沥青road bitumen有机结合料inorganic binding agent粉煤灰fly ash混合料mixture沥青混合料bituminous mixture沥青混凝土混合料bituminous concrete mixture沥青碎石混合料bituminous macadam mixture沥青砂asphalt sand沥青膏asphalt mastic水泥砂浆cement mortar石灰砂浆lime mortar水泥混凝土混合料cement concrete mixture水泥混凝土cement concrete钢筋混凝土reinforced concrete预应力(钢筋)混凝土prestressed concrete早强混凝土early strength concrete干硬性混凝土dry concrete贫混凝土lean concrete轻质混凝土light-weight concrete纤维混凝土fibrous concrete外掺剂admixture减水剂water reducing agent加气剂air entraining agent早强剂early strength agent缓凝剂retarder钢筋steel bar预应力钢材prestressing steel高强钢丝high tensile steel wire钢铰线stranded steel wire冷拉钢筋cold-stretched steel bar冷拔钢丝cold-drawn steel wire高强螺栓high strength bolt空隙率porosity孔隙比void ratio粒径grain size颗粒组成grain composition细度fineness筛分sieve analysis级配gradation级配曲线grading curve最佳级配optimum gradation含水量water content最佳含水量optimum water content稠度界限consistency limit液限liquid limit塑限plastic limit缩限shrinkage limit塑性指数plasticity index水泥标号cement mark水泥混凝土标号cement concrete mark 水泥混凝土配合比proportioning of cement concrete水灰比water cement ratio和易性workability坍落度slump硬化hardening水硬性hydraulicity气硬性air hardening离析segregation徐变creep老化ageing(沥青)稠度consistency(of bitumen)针入度penetration粘(滞)度viscosity软化点softening point延度ductility闪点flash point溶解度dissolubility热稳性hot stability水稳性water stability油石化asphalt-aggregate ratio含油率bitumen content压碎率rate of crushing磨耗度abrasiveness弹性模量modulus of elasticity回弹模量modulus of resilience劲度(模量)stiffness modulus 模量比modulus ratio泊松比Poisson's ratio疲劳试验fatigue test劈裂试验splitting test三轴试验triaxial test击实试验compaction test触探试验cone penetration test弯沉试验deflection test环道试验circular track test承载板试验loading plate test透水性试验perviousness test车辙试验wheel tracking test马歇尔试验Marshall stability test压实度试验compactness test铺砂法sand patch method硬练胶砂强度试验earth-dry mortar strengthtest软练胶砂强度试验plastic mortar strengthtest(水泥)安定性试验soundness test(of cement)击实仪compaction test equipment长杆贯入仪penetration test equipment 承载板loading plate杠杆弯沉仪beam lever deflectometer 路面曲率半径测定仪surface-curvature apparatus路面平整度测定仪viameter路面透水度测定仪surface permeameter 五轮仪fifth-wheel tester制动仪skiddometer速度检测器speed detector万能试验机universal testing machine 三轴(剪切)仪triaxial shear equipment 加州承载比(CBR)测定仪California bearing ratiotester标准筛standard sieves(沥青)针入度仪penetrometer(沥青)粘度仪viscosimeter(沥青)延度仪ductilometer(沥青)软化点仪(环-球法)softening point tester(ring-ball method)闪点仪(开口杯式)flash point tester (open cup method)马歇尔稳定度仪Marshall stability apparatus(沥青混合料)抽提仪bitumen extractor 砂浆稠度仪mortar penetration tester 坍落度圆锥筒slump cone标准工业粘度计standard concrete consistometer饱和面干吸水率试模saturated-surface-dried moisture retention tester撞击韧度试验机impact toughness machine圆盘耐磨硬度试验机wear hardness machine狄法尔磨耗试验机Deval abrasion testing machine洛杉矶磨耗试验机Los Angeles abrasion testing machine压碎率试模crushing strength tester 单斗挖掘机single-bucket excavator推土机bulldozer除根机rootdozer铲运机scraper平地机grader挖沟机trencher耕耘机cultivator松土机ripper松土搅拌机pulvi-mixer稳定土拌和机stabilizer凿岩机rock breaker碎石机stone crusher碎石撒布机stone spreader装载机loader羊足压路机sheep-foot roller手扶式单轮压路机walk behind single drum蛙式打夯机frog rammer内燃夯实机internal combustion compactor铁夯(铁撞柱)tamping iron压路机roller振动压路机vibratory roller沥青加热器asphalt heater沥青泵asphalt pump 沥青洒布机asphalt sprayer沥青洒布车asphalt distributor沥青混合料拌和设备asphalt mixing plant沥青混合料摊铺机asphalt paver散装水泥运输车cement deliver truck 水泥混凝土混合料拌和设备concrete mixing plant(水泥混凝土混合料)搅拌concrete deliver truck运输车水泥混凝土混合料摊铺机concrete paver 振捣器concrete vibrator水泥混凝土混合料整面机concrete finisher真空泵vacuum pump水泥混凝土路面切缝机concrete joint cutter水泥混凝土路面锯缝机concrete saw水泥混凝土路面清缝机concrete joint cleaner水泥混凝土路面填缝机concrete joint sealer水泵pump泥浆泵mud pump张拉钢筋油泵prestressed steel bar drawing oil pump砂浆泵mortar pump水泥混凝土混合料泵concrete pump钢筋切断机bar shear钢筋冷轧机cold-rolling mill钢筋冷拉机steel stretcher钢筋冷拔机steel bar cold-extruding machine钢筋冷镦机steel bar heading press machine钢筋拉伸机steel extension machine钢筋弯曲机steel bar bender钢筋调直机steel straighten machine 对焊机butt welder钻孔机boring machine打桩机pile driver拔桩机pile extractor千斤顶jack张拉预应力钢筋千斤顶prestressed steel bar drawing jack手拉葫芦chain block起重葫芦hoisting block卷扬机hoister缆索吊装设备cableway erecting equipment起重机crane架桥机bridge erection equipment砂筒sand cylinder盾构shield全气压盾构compressed air shield半盾构roof shield隧道掘进机tunnel boring machine全断面隧道掘进机tunnel boring machine for full section喷枪shotcrete equipment装碴机mucker盾构千斤顶main jack拉合千斤顶pull-in jacks复拌沥青混合料摊铺机asphalt remixer 路面铣削机pavemill回砂车sand sweeping equipment除雪机snow plough装雪机snow Loader洗净剂喷布车detergent spray truck清扫车sweeper洒水车water truck划标线机Line maker振动筛vibrating screen撒布机spreader输送机conveyer提升机elevator翻斗车dump-body car自卸汽车dumping wagon牵引车tow truck拖车头tractor truck挂车trailer平板车flat truck工程车shop truck万能杆件fabricated universal steel members交通规则traffic rules交通事故traffic accident 交通事故率traffic accident rate人口事故率population accident rate 车辆事故率vehicle accident rate运行事故率operating accident rate 交通控制traffic control中央控制台central control unit点控制spot control线控制line control面控制area control交通信号traffic signal交通信号灯traffic signal lamp信号周期signal cycle绿信比split ratio信号相位signal phase相位差phase difference绿波green wave交通监视系统traffic surveillance 交通公害vehicular pollution 英汉术语对照索引abrasiveness磨耗度absolute datum绝对基面abutment桥台abutment pier制动墩acceleration lane加速车道accidental load偶然荷载 accommodation lane专用车道acoustic barrier隔音墙acting circles of blasting爆破作用圈 additional stake加桩adjacent curve in one direction同向曲线admixture外加剂adverse grade for safety反坡安全线 aerial photogrammetry航空摄影测量 aerophoto base航摄基线aerophoto interpretation航摄像片判读 ageing老化aggregate集料(骨料)air hardening气硬性alignment design(城市道路)平面设计,线形设计alignment element线形要素alligator cracking路面龟裂allowable rebound deflection容许(回弹)弯沉alternative line比较线anchored bulkhead abutment锚锭板式桥台anchored bulkhead retaining wall锚锭板式挡土墙anchored retaining wall by tie rods 锚杆式挡土墙anionic emulsified bitumen阴离子乳化沥青annual average daily traffic年平均日交通量anti-creep heap(厂矿道路)挡车堆anti-dizzling screen防炫屏(遮光栅) antiskid heap(厂矿道路)防滑堆 approach span引桥aquitard隔水层arch bridge拱桥arch culvert拱涵arch ring拱圈arterial highway干线公路arterial road(厂内)主干道,(城市)主干路asphalt distributor沥青洒布车 asphalt mixing plant沥青混合料拌和设备asphalt paver沥青混合料摊铺机 asphalt remixer复拌沥青混合料摊铺机 asphalt sand沥青砂asphalt sprayer沥青洒布机asphaltic bitumen地沥青at-grade intersection平面交叉 auxiliary lane附加车道average consistency(of soil)(土的)平均稠度average gradient平均纵坡azimuth angle方位角balance weight retaining wall衡重式挡土墙base course基层base line基线basic traffic capacity基本通行能力 beam bridge梁桥beam level deflectometer杠杆弯沉仪 bearing支座bearing angle象限角bearing pile支承桩bearing platform承台bed course垫层bench mark水准点benched subgrade台口式路基bending strength抗弯强度 Benkelman beam杠杆弯沉仪(贝克曼弯沉仪)bent cap盖梁berm护坡道binder结合料binder course联结层bitumell 沥青bitumen extractor(沥青混合料)抽提仪 bitumen-aggregate ratio油石比 bituminous concrete mixture沥青混凝土混合料bituminous concrete pavement沥青混凝土路面bituminous macadam mixture沥青碎石混合料bituminous macadam pavement沥青碎石路面bituminous mixture沥青混合料 bituminous pavement沥青路面 bituminous penetration pavement沥青贯入式路面bituminous surface treatment(沥青)表面处治blasting crater爆破漏斗blasting for loosening rock松动爆破 blasting for throwing rock抛掷爆破 blasting procedure土石方爆破 bleeding泛油blind ditch盲沟blind drain盲沟block pavement块为路面block stone块石blow up拱胀boring钻探boring log(道路)地质柱状图boring machine钻孔机borrow earth借土borrow pit取土坑boundary frame on crossing道口限界架 boundary frame on road道路限界架 boundary line of road construction道路建筑限界bowstring arch bridge系杆拱桥box culvert箱涵branch pipe of inlet雨水口支管 branch road(城市)支路,(厂内)支道 bridge桥梁bridge decking桥面系bridge deck pavement桥面铺装bridge floor expantion and contraction installation桥面伸缩装置 bridge girder erection equipment架桥机bridge on slope坡桥bridge site桥位bridge road驮道broken chainage断链broken stone碎石broken back curve断背曲线buried abutment埋置式桥台bus bay公交(车辆)停靠站bypass公交绕行公路cable bent tower索塔cable saddle索鞍cable stayed bridge斜拉桥(斜张桥) cableway erecting equipment缆索吊装设备california bearing ratio(CBR)加州承载比(CBR)california bearing ratio tester加州承载比(CBR)测定仪camber curve路拱曲线cantilever beam bridge悬臂梁桥 cantilever retaining wall悬臂式挡土墙 capacity of intersection交叉口通行能力capacity of network路网通行能力 capillary water毛细水carriage way车行道(行车道)cast-in-place cantilever method悬臂浇筑法cationic emulsified bitumen阳离子乳化沥青cattle-pass畜力车道cement concrete水泥混凝土cement concrete mixture水泥混凝土混合料cement concrete pavement水泥混凝土路面center-island中心岛center lane中间车道center line of road道路中线center line survey中线测量center stake中桩central reserve 分隔带channelization渠化交通 channelization island导流岛channelized intersection分道转弯式交叉口chip石屑chute急流槽circular curve圆曲线circular road环路circular test环道试验city road城市道路civil engineering fabric土工织物 classified highway等级公路classified road等级道路clay-bound macadam泥结碎石路面 clearance净空clearance above bridge floor桥面净空 clearance of span桥下净空climatic zoning for highway公路自然区划climbing lane爬坡车道cloverleaf interchange苜蓿叶形立体交叉coal tar煤沥青cobble stone卵石coefficient of scouring冲刷系数 cohesive soil粘性土cold laid method冷铺法cold mixing method冷拌法cold-stretched steel bar冷拉钢筋 column pier柱式墩combination-type road system混合式道路系统compaction压实compaction test击实试验compaction test apparatus击实仪 compactness test压实度试验 composite beam bridge联合梁桥 composite pipe line综合管道(综合管廊) compound curve复曲线concave vertical curve凹形竖曲线 concrete joint cleaner(水泥混凝土)路面清缝机concrete joint sealer(水泥混凝土)路面填缝机concrete mixing plant水泥混凝土(混合料)拌和设备concrete paver水泥混凝土(混合料)摊铺机concrete pump水泥混凝土(混合料)泵 concrete saw(水泥混凝土)路面锯缝机 cone penetration test触探试验 conflict point冲突点conical slope锥坡consistency limit(of soil)(土的)稠度界限consolidated subsoil加固地基 consolidation固结construction by swing转体架桥法 construction height of bridge桥梁建筑高度construction joint施工缝 construction load施工荷载 construction survey施工测量 continuous beam bridge连续梁桥 contour line等高线contraction joint缩缝control point路线控制点converging合流convex vertical curve凸形竖曲线 corduroy road木排道counterfort retaining wall扶壁式挡土墙counterfort abutment扶壁式桥台 country road乡村道路county road县公路(县道),乡道creep徐变critical speed临界速度cross roads十字形交叉cross slope横坡cross walk人行横道cross-sectional profile横断面图 cross-sectional survey横断面测量 crown路拱crushed stone碎石crushing strength压碎值culture地物culvert 涵洞curb路缘石curb side strip路侧带curve length曲线长curve widening平曲线加宽curved bridge弯桥cut挖方cut corner for sight line(路口)截角 cut-fill transition土方调配cut-fill transition program土方调配图 cutting路堑cycle path自行车道cycle track自行车道deceleration lane减速车道deck bridge上承式桥deflection angle偏角deflection test弯沉试验degree of compaction压实度delay延误density of road network道路(网)密度 depth of tunnel隧道埋深design elevation of subgrade路基设计高程design frequency(排水)设计重现期 design hourly volume设计小时交通量 design of elevation(城市道路)竖向设计 design of vertical alignment纵断面设计design speed计算行车速度(设计车速) design traffic capacity设计通行能力 design vehicle设计车辆design water level设计水位designed elevation设计高程designed flood frequency设计洪水频率 dislicking treatment防滑处理Deval abrasion testing machine狄法尔磨耗试验机(双筒式磨耗试验机) diamond interchange菱形立体交叉 differential photo微分法测图 direction angle方向角directional interchange方向式立体交叉diverging分流dowel bar传力杆drain opening泄水口 drainage by pumping station(立体交叉)泵站排水drainage ditch排水沟dressed stone料石drop water跌水dry concrete干硬性混凝土ductility(of bitumen)(沥青)延度 ductilometer(沥青)延度仪dummy joint假缝dynamic consolidation强夯法 economic speed经济车速economical hauling distance土方调配经济运距element support构件支撑elevation高程(标高)embankment路堤emergency parking strip紧急停车带 emulsified bitumen乳化沥青erecting by floating浮运架桥法 erection by longitudinal pulling method纵向拖拉法erection by protrusion悬臂拼装法 erection with cableway缆索吊装法 evaporation pond蒸发池expansion bearing活动支座expansive soil膨胀土expantion joint胀缝expressway(城市)快速路external distance外(矢)距fabricated bridge装配式桥fabricated steel bridge装拆式钢桥 factories and mines road厂矿道路 factory external transportation line 对外道路factory-in road厂内道路factory-out road厂外道路fast lane内侧车道faulting of slab ends错台feeder highway支线公路ferry渡口fibrous concrete纤维混凝土field of vision视野fill填方filled spandrel arch bridge 实腹拱桥。
森林结构差异对大兴安岭森林小流域径流情势和退水特征的影响

第52卷第3期东㊀北㊀林㊀业㊀大㊀学㊀学㊀报Vol.52No.32024年3月JOURNALOFNORTHEASTFORESTRYUNIVERSITYMar.20241)国家自然科学基金项目(41901018);黑龙江省自然科学基金项目(LH2020D003);黑龙江省博士后基金项目(LBH-Z20106)㊂第一作者简介:崔杨,女,1998年3月生,东北林业大学林学院㊁森林生态系统可持续经营教育部重点实验室(东北林业大学),硕士研究生㊂E-mail:528398339@qq.com㊂通信作者:段亮亮,东北林业大学林学院㊁森林生态系统可持续经营教育部重点实验室(东北林业大学),副教授㊂E-mail:liangli⁃ang.duan@nefu.edu.cn㊂收稿日期:2023年8月30日㊂责任编辑:韩有奇㊂森林结构差异对大兴安岭森林小流域径流情势和退水特征的影响1)崔杨㊀蔡玉山㊀刘欢㊀杨晓晨㊀段亮亮(森林生态系统可持续经营教育部重点实验室(东北林业大学),哈尔滨,150040)㊀㊀摘㊀要㊀径流情势和流域退水是反映水文过程至关重要的指标,除气候因素外,主要受到下垫面和流域水文地质特征的影响㊂利用准配对流域法,对比大兴安岭地区森林结构不同的2个小流域(老爷岭流域㊁圣诞村流域),排除气候和地形地貌的干扰,探究森林结构变化对流域径流情势及退水过程的影响㊂结果表明:老爷岭流域的全年洪峰历时比圣诞村流域延长5h㊁平均洪峰滞时推迟2h,洪峰径流量㊁变异系数均无显著差异㊂随着森林平均蓄积量㊁树种组成㊁郁闭度等森林结构指标的提高,老爷岭流域(森林结构综合指数较高)较圣诞村流域(森林结构综合指数低)的枯水径流时间低4h,平均枯水径流深提高0.65mm(是圣诞村流域3倍),平均枯水径流变异系数低33%,且流域间差异均达到了极显著水平(P<0.01)㊂通过退水分析,结果表明:老爷岭流域和圣诞村流域退水系数(k)的均值分别为16.9㊁8.5d,退水常数(α)均值分别为0.9094㊁0.8626,老爷岭流域的平均退水时间比圣诞村流域延缓了8.4d㊂该地区流域水文特征受森林植被变化的影响明显,森林结构复杂㊁森林质量高的老爷岭流域枯水径流量高并且稳定,退水过程更慢,水源涵养功能更好㊂关键词㊀森林结构;水文情势;退水特征;洪峰径流;枯水径流分类号㊀S715.3EffectsofForestStructureDifferencesontheFlowRegimesandDrainageCharacteristicsofForestedSmallWa⁃tershedsintheGreaterKhinganMountains//CuiYang,CaiYushan,LiuHuan,YangXiaochen,DuanLiangliang(KeyLaboratoryofSustainableForestEcosystemManagement(NortheastForestryUniversity),Harbin150040,P.R.China)//JournalofNortheastForestryUniversity,2024,52(3):103-111.Flowregimesandbasinrecessionarecrucialindicatorsreflectinghydrologicalprocesses,whicharemainlyinfluencedbyunderlyingsurfaceandhydrogeologicalcharacteristicsoftheriverbasininadditiontoclimaticfactors.Twosmallbasins(LaoyelingbasinandShengdancunbasin)withdifferentforeststructuresintheGreaterKhinganMountainswerecomparedtoexploretheeffectofforeststructuredifferenceonflowregimesanddrainagecharacteristicsusingthequasi⁃pairedwater⁃shedmethodtoexcludetheinterferenceofclimateandtopography.TheresultsshowedthattheannualdurationoffloodpeakintheLaoyelingbasinwasextendedby5hourscomparedtotheShengdancunbasin,andtheaveragelagtimingoffloodpeakwasdelayedby2hours.However,therewerenosignificantdifferencesinpeakrunoffandcoefficientofvaria⁃tion.Withtheincreaseinforeststructureindicatorssuchasaverageforeststock,treespeciescomposition,andcanopydensity,thedurationoflowflowrunoffinLaoyelingbasin(withahigherforeststructureindex)was4hoursshorterthanShengdancunbasin(withalowerforeststructureindex),anaveragelowflowrunoffdepthwasincreasedby0.65mm(3timesthatoftheShengdancunbasin),anda33%decreaseintheaveragevariationcoefficientoflowflowrunoff.Thedifferencesbetweenthebasinsreachedasignificantlevel(P<0.01).Throughrecessionanalysis,theresultshowedthatthemeanvalueoftherecessioncoefficient(k)fortheLaoyelingbasinandShengdancunbasinwere16.9daysand8.5days,respectively,andthemeanvalueoftherecessionconstant(α)was0.9094and0.8626,respectively.TheaveragerecessiontimeoftheLaoyelingbasinwasdelayedby8.4dayscomparedtotheShengdancunbasin.Thehydrologicalcharac⁃teristicsofthebasininthisareawereobviouslyaffectedbyforestvegetationchange,withtheLaoyelingbasin,characterizedbycomplexforeststructureandhighforestquality,exhibitinghigherandmorestablelowflowrunoff,aslowerrecessionprocess,andabetterwaterconservationfunction.Keywords㊀Foreststructure;Flowregimes;Drainagecharacteristics;Peakrunoff;Lowflowrunoff㊀㊀水是地球生命赖以生存的物质基础,其循环过程㊁形成特点以及与森林的关系始终是森林水文研究中备受关注的问题[1-2]㊂河流水文情势指河川径流表现出多年的㊁稳定的特征规律,包括流量㊁时机㊁历时㊁频率以及变异性[3]㊂退水是指降水少或无降水时,河川径流逐渐消退的过程[4]㊂在森林生态系统中,流域水情及退水变化不仅对维持水生生物多样性至关重要,还直接影响农业和城市供水,由此可见,稳定的水文过程在流域中发挥着极其重要的作用[3,5]㊂气候变化和森林植被是影响流域产汇流的主要驱动因子[6-7]㊂例如,Yangetal.[8]在海流图河流域的研究中发现,64%的径流量改变取决于温度㊁降水㊁耕地面积的综合变化㊂然而,排除了气候的干扰,探究森林对径流的调节主要依赖于森林覆盖率㊁森林植被类型等诸多因素的影响[9]㊂段亮亮[10]通过近配对流域法,探讨老沟河流域与未受干扰的小北沟流域之间的径流变化特征,结果发现森林干扰显著影响枯水径流情势,而对洪峰径流情势影响不显著;罗韦慧[11]在大兴安岭3个典型森林流域中发现,流域径流深与落叶松所占比例密切相关;Liuetal.[12]在梅江流域的研究中发现,森林采伐能显著影响洪峰径流㊁枯水径流的水文情势;Zhangetal.[13]在加拿大BakerCreek流域的研究中得到这样的结论,森林干扰显著增加了洪峰径流㊁枯水径流的流量,提高了变异性,并提前了洪峰径流发生时机㊂另一方面,针对流域退水过程,目前有很多成果在基流分割的基础上,研究地下径流退水时间变化特征,通常表现为基流补给多的时期,退水过程稳定,而降雨过后的洪峰径流退水比较剧烈[14-15]㊂可见,前人关于森林干扰对径流情势影响的结论因流域条件不同而有所差异,并且径流退水空间变化特征的研究较为匮乏㊂探讨径流情势的改变和退水过程需要考虑流域内多方面的因素,如土壤㊁植被类型㊁森林覆盖率㊁气候因素㊂为了分析森林植被变化对径流情势和退水特征的影响,需要排除其他影响因子㊂准配对流域法,即选择了自然条件相似(地形㊁地质㊁地貌㊁土壤等)㊁地理位置相近而森林植被不同的流域,将其作为 对照 及 处理 流域,进而分析同一时期内植被变化对流域水文过程的影响,可以有效地剔除气候㊁地形地貌对径流的干扰,为探究森林植被变化对水文情势和退水的影响提供了可靠依据[16]㊂大兴安岭林区是我国唯一的寒温带明亮针叶林区,该区域内水系发达,主要源于森林重要的水源涵养功能㊂然而,冠层截留量㊁枯落物层持水量㊁土壤渗透能力以及林木耗水,因林木生长状况㊁生物学及生态学特性而有所不同[17-18],所以,森林植被可以显著影响流域水文过程㊂前人针对森林覆盖率与流域径流关系进行了多项研究[19-20],但针对流域内森林结构改变,如树种组成㊁蓄积量㊁郁闭度㊁龄级等综合指标差异对河川径流特征影响的研究相对较少㊂认识和理解森林结构对流域水文过程的影响将为该地区森林水资源的管理和可持续利用提供理论支撑㊂本研究利用准配对流域法,以大兴安岭北部漠河市北极村的2个典型森林小流域(老爷岭流域(面积为21.9km2)㊁圣诞村流域(面积为23.9km2))为研究对象,探讨森林结构(森林平均蓄积量㊁树种组成㊁郁闭度㊁龄级)变化对径流情势和退水特征的影响,以此揭示大兴安岭小流域森林结构与水文过程的关系㊂1㊀研究区概况研究区位于黑龙江省大兴安岭北部地区,地形主要以低山丘陵为主,坡度较缓,海拔277 688m,全区地势主要呈东北-西南方向㊂其气候较为独特,属于寒温带大陆性季风气候,冬季寒冷㊁低温时间长;夏季温暖湿润,但历经时间较短;年平均降水量约为460mm,降雨主要集中在6 8月份㊂该区域虽然降雨量不大,但水系发达㊂土壤类型主要为棕色针叶林土,土层厚度在15 40cm之间,并有永久冻土的存在,其主要呈岛状分布,季节性冻土在全区域内普遍存在㊂地带性植被主要以兴安落叶松(Larixgmelinii)为主,同时,还分布一定面积的樟子松(Pinussylvestrisvar.mongolica)㊁白桦(Betulaplatyphylla)㊁山杨(Populusdavidiana)等乔木林㊂2㊀研究方法2.1㊀研究流域的选择为了揭示森林结构差异对流域径流情势及退水过程的影响,在黑龙江漠河森林生态系统国家定位观测研究站研究区范围内,通过现场勘察和林场林业二类调查数据,选择了位置相近,地形地貌相似,森林覆盖率均在90%以上,森林结构存在显著差异的老爷岭㊁圣诞村河小流域(图1)㊂林学中对森林结构的研究主要集中在群落的树种组成㊁年龄结构㊁生物量等方面㊂因此,利用Arcgis10.5软件对流域内树种组成㊁蓄积量等林分结构现状进行数据统计㊁分析,对其森林地形参数㊁森林结构参数进行整理(表1),发现树种组成㊁平均单位蓄积量㊁郁闭度㊁龄级等森林结构指标差异明显,地形参数基本相似㊂为了更加清晰的体现流域内森林结构差异,将森林结构各指标进行归一化统计(表2),即各指标值在准配对流域内的占比,并将归一化后的森林结构指标总和作为本研究的森林结构综合指数(F,F1代表老爷岭流域,F2代表圣诞村流域)㊂森林结构综合指数可以体现森林结构整体差异及森林质量,F值越大代表森林结构越好㊁越稳定㊁森林质量更高㊂森林结构各指标及森林结构综合指数从大到小依次为老爷岭流域(2.45)㊁圣诞村流域(1.55),即F1>F2,依据准配对流域的森林结构差异,揭示其对流域径流情势及退水过程的影响㊂2.2㊀数据获取及双累积曲线法本研究时段为2021年4月26日 2021年9月30日,分别在各流域下游,选择河道窄㊁河岸规整的断面布设水位自记仪(OnsetHOBOU20-001-04型)(简称R1㊁R2,图1)监测水位,记录时间为30401㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀东㊀北㊀林㊀业㊀大㊀学㊀学㊀报㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀第52卷min/次㊂由于准配对流域地形相似,且位于同一气候区,空间异质性小,因此,在各流域林外布设翻斗式雨量计(OnsetHOBORG3-M)(简称P1㊁P2㊁P3,图1)记录降雨㊂根据降雨事件和径流变化,用旋杯式流速仪在流域预先选好的断面上实测不同水位及流速,计算通过断面的瞬时流量(m3/s),并利用水位自记仪记录的连续水位与拟合的各流域水位 流量曲线计算观测时段内连续日径流量(m3/d),依据流域面积,将逐日径流量转换为逐日径流深(mm)㊂双累积曲线是水文学研究中常用的一种简单㊁直观的检验方法[21]㊂为了排除流域降雨误差,根据流域间的累积降雨量做双累积曲线,若曲线出现拐点而不符合连续的正比关系,可能准配对流域在观测时段的降雨存在明显差异,从而说明配对流域的选择不合理㊂在本研究中依靠该方法,检验准配对流域选择的可靠性㊂图1㊀研究流域概况及仪器布设图表1㊀研究流域基本特征流域面积/km2平均海拔/m单位蓄积量/m3㊃hm-2树种组成郁闭度龄级(1 5)老爷岭21.9302.696115.733落+3白+2樟+2山0.572.61圣诞村23.9311.65381.497落+3白0.371.92表2㊀研究流域森林结构指标归一化处理结果流域单位蓄积量/m3㊃hm-2树种组成郁闭度龄级森林结构综合指数(F)老爷岭0.590.670.610.582.45圣诞村0.410.330.390.421.55㊀㊀注:数值归一化即为各森林结构指标值占总数值的比例㊂2.3㊀研究指标的确定洪峰径流㊁枯水径流是森林水文研究中的两个主要水文变量[22],影响着河流生态系统完整性,对维持河流生态系统稳定性具有重要意义㊂本研究利用流量历时曲线(FDC)定义洪峰径流和枯水径流㊂流量历时曲线是用来反映流域内某一研究时段流量与流量发生频率之间的关系曲线,在流量历时曲线中,洪峰径流被定义为大于或等于流量历时曲线5%频率的径流值,而枯水径流被定义为小于或等于流量历时曲线95%频率的径流值[13]㊂径流情势主要包括径流量㊁时机㊁历时㊁频率㊁变异性[3,13],这些水文要素对维持水体生物多样性和生态系统完整性至关重要[3]㊂本研究以流量㊁时机㊁历时㊁变异性这4个指标来研究准配对流域洪峰㊁枯水径流情势㊂同时利用退水分析获得不同降雨-径流事件的退水常数(α)㊁退水系数(k),探讨森林结构差异对流域退水特征的影响,进而揭示其对流域水源涵养功能的影响,具体径流情势指标定义如下:501第3期㊀㊀㊀㊀㊀㊀㊀㊀崔杨,等:森林结构差异对大兴安岭森林小流域径流情势和退水特征的影响(1)流量:指通过某一断面的径流大小,本研究主要是用发生洪峰径流和枯水径流时的逐日径流深(mm)来表示㊂(2)时机:发生特定水文事件的时间,本研究中特指流域滞时,洪水事件的降雨形心(twc,h)至水文过程线形心的时间(tqc,h)㊂㊀㊀㊀㊀㊀㊀twc=ðni=1witiðni=1wi;(1)式中:wi为时段i的降雨量(mm);ti为时段i的时间(h);n为总时段数㊂㊀㊀㊀㊀㊀㊀tqc=ðni=1Qitiðni=1Qi㊂(2)式中:Qi为时段i的径流深(mm)㊂同时,根据Barnes[4]对密西西比上游的研究发现,地表径流㊁基流等退水过程可用公式(3)和(4)表示㊂α的大小用来反映退水过程的快慢,α越大,表明退水时间越长,退水过程越稳定,反知,退水过程越剧烈㊂㊀㊀㊀㊀㊀㊀Qt=Q0(e-t/k);(3)式中:Qt㊁Q0分别为t时刻和退水开始时刻的流量;k为指定时段内的退水系数(d);t为退水时间(d)㊂㊀㊀㊀㊀㊀㊀Qt=Q0(αt);(4)式中:α为退水常数,0ɤαɤ1㊂㊀㊀㊀㊀㊀㊀α=e-1/k㊂(5)(3)历时:指研究时段内发生洪峰径流或枯水径流的总时间(洪峰径流历时:大于或等于洪峰径流阈值的总天数;枯水径流历时:小于或等于枯水径流阈值的总天数;各流域洪峰径流和枯水径流阈值:根据发生洪峰径流和枯水径流流量的平均值或中位数确定)㊂(4)变异性:引入变异系数,是指洪峰径流㊁枯水径流深分别与年平均径流深差值的绝对值(mm),与年平均径流深(mm)的比值,以此反映各流域洪峰径流和枯水径流偏离年径流的程度㊂采用Origin2022和SPSS26.0软件进行绘图㊁数据处理与分析,根据曼-惠特尼U非参数检验方法进行各指标间的差异显著性分析㊂3㊀结果与分析3.1㊀准配对流域试验可靠性检验及降雨量与径流特征流域间逐日降雨量双累积曲线的R2为0.998,且P<0.01(图2),说明准配对流域的累积降雨量具有极显著的线性关系,排除了研究时期流域间降雨观测误差,准配对流域的选择较为合理㊂图2㊀准配对流域(老爷岭㊁圣诞村)日降雨量双累积曲线从图3可以看出,研究时段内各流域的径流深变化趋势一致,均属于降雨主导型流域㊂其洪峰期主要集中在5 6月份㊂老爷岭㊁圣诞村流域于6月17日降雨(分别为52.5㊁54.0mm)过后,准配对流域出现了全年最大的峰值径流(分别为9.74㊁8.80mm);在此期间,各流域径流深波动明显,除了降雨量的影响外,还有前期冻结的冰与积雪在温度大于0ħ后融化而补给给河流㊂进入7月份,虽然降雨频繁㊁降雨量增加,但随着林木生长旺盛以及冠层郁闭度提高,老爷岭流域日径流深逐渐趋于平缓,圣诞村流域日径流深波动相对剧烈㊂选取各流域5 9月份5次降雨过程相似的降雨事件(表3),探讨径流深与降雨量㊁降雨强度的关系㊂5㊁6月份,随着降雨量的增加,流域产流量明显提高;7月份进入林木生长旺盛时期,即便单次降雨与5月份的降雨量相似,但老爷岭㊁圣诞村流域径流深(1.81㊁3.35mm)与5月12日相比均出现显著的下降㊂径流深与降雨强度具有相同的变化趋势,降雨强度增加,流域的峰值流量提高,而后随着降雨强度的减弱而降低㊂各流域均在9月份出现径流最小值,此时已经进入了北方秋季枯水期㊂在老爷岭流域,虽然9月10日单次降雨强度有所提高,但径流深并没有随着降雨强度的增加而增加㊂3.2㊀准配对流域洪峰径流㊁枯水径流流量特征根据图4绘制的流量过程线,老爷岭流域洪峰径流量稍高于圣诞村流域;在15% 30%的频率时,准配对流域日径流量十分接近;超过30%频率后,圣诞村流域径流量明显低于老爷岭流域径流量;枯水时期,老爷岭的流量始终明显高于圣诞村流域,说明了森林结构变化能显著改变枯水径流,而对洪峰径流影响较为微弱㊂进一步比较配对流域洪峰径流和枯水径流,根据洪峰径流深㊁枯水径流深(表4)可知,老爷岭流域601㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀东㊀北㊀林㊀业㊀大㊀学㊀学㊀报㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀第52卷平均洪峰径流深(7.09mm)高于圣诞村流域(6.53mm),但流域间的洪峰径流差异没有达到显著水平;然而,枯水径流差异明显,老爷岭流域(0.98mm)比圣诞村流域的平均枯水径流深(0.33mm)提高了0.65mm,约为圣诞村流域的3倍,并且枯水径流深的最大值和最小值均表现相同的变化趋势㊂根据曼-惠特尼U非参数检验的结果可知,流域间达到极显著差异(P<0.01)㊂图3㊀研究时期准配对流域(老爷岭㊁圣诞村)降雨量与径流深关系曲线表3㊀准配对流域单次降雨特征及日径流量流域降雨日期降雨量/mm降雨历时/h降雨强度/mm㊃h-1峰值流量日期峰值流量/mm老爷岭5月12日24.5241.025月13日7.486月17日52.5134.046月18日9.747月14日25.083.137月15日1.818月1日23.7121.988月2日2.179月10日27.2102.729月11日1.59圣诞村5月12日22.4240.935月13日4.306月17日54.0124.506月18日8.807月14日29.274.177月15日3.358月1日25.292.808月2日3.579月10日25.4131.959月11日1.66701第3期㊀㊀㊀㊀㊀㊀㊀㊀崔杨,等:森林结构差异对大兴安岭森林小流域径流情势和退水特征的影响图4㊀准配对流域(老爷岭㊁圣诞村)日径流量过程曲线表4㊀准配对流域(老爷岭㊁圣诞村)的洪峰㊁枯水径流深流域洪峰径流深/mm枯水径流深/mm流域洪峰径流深/mm枯水径流深/mm老爷岭9.741.02圣诞村8.800.408.541.008.330.387.480.997.160.367.010.996.240.336.290.985.770.325.980.985.460.305.970.975.240.305.720.915.210.28均值7.090.98均值6.530.333.3㊀准配对流域洪峰径流㊁枯水径流历时特征以0.5h为步长计算各流域的径流量,根据洪峰径流㊁枯水径流阈值,统计准配对流域洪峰径流㊁枯水径流的全年历经总时间(表5)㊂结果表明,森林质量提高(F1>F2),洪峰径流历时增加,老爷岭流域洪峰历时(70.5h)比圣诞村流域(65.5h)高出5h;然而,枯水径流历时却减少,表现为老爷岭流域枯水历时(78h)比圣诞村流域枯水历时(82h)减少4h㊂表5㊀准配对流域(老爷岭㊁圣诞村)洪峰㊁枯水径流历时特征流域洪峰径流阈值/mm洪峰历时/h枯水径流阈值/mm枯水历时/h老爷岭0.155070.50.015078圣诞村0.146865.50.0066823.4㊀准配对流域洪峰径流㊁枯水径流的变异性由表6可知,随着森林质量的提高,洪峰径流变异系数均值分别为2.22㊁2.51,老爷岭流域洪峰径流变异系数小于圣诞村流域,但流域间的差异没有达到显著水平㊂然而,老爷岭流域枯水径流变异系数降低(0.55),比圣诞村流域平均枯水径流变异系数(0.82)低33%,并且极显著低于圣诞村流域(P<0.01)㊂以上结果说明,枯水径流变异系数对森林结构的变化更加敏感,老爷岭流域枯水径流相比于全年径流变化较为稳定,而圣诞村流域枯水径流明显偏离年均径流量㊂表6㊀准配对流域(老爷岭㊁圣诞村)的洪峰㊁枯水径流变异系数流域洪峰径流变异系数枯水径流变异系数流域洪峰径流变异系数枯水径流变异系数老爷岭3.430.54圣诞村3.740.792.890.543.490.792.400.552.850.812.190.552.360.821.860.552.110.831.720.561.940.841.720.561.820.841.600.591.800.85均值2.220.55均值2.510.823.5㊀准配对流域洪峰事件滞时特征根据研究时段的峰值流量,选取5 7月份主要洪峰过程,进行准配对流域间不同洪峰滞时的对比(表7)㊂其中,老爷岭流域的4次洪峰滞时均高于圣诞村流域,在5月13日㊁5月24日㊁6月18日时,老爷岭流域0.5h累积降雨量均高于圣诞村流域,但是其洪峰滞时分别比圣诞村流域延缓了2.5㊁1.5㊁3.5h;7月28日的0.5h累积降雨量比圣诞村流域低,其洪峰滞时比圣诞村流域高0.5h,流域间的平均滞时从大到小依次为老爷岭流域㊁圣诞村流域,平均滞时延缓了2.0h㊂为了清晰地体现降雨和洪峰间的滞时效应,以表7中准配对流域最大降雨过程(80.2㊁75.0mm)为例,利用0.5h的降雨-洪峰过程计算降雨形心至洪峰形心的时间(图5),老爷岭流域降雨形心和洪峰径流形心分别在6月17日06时㊁6月18日17时30分,历经总时间为35.5h;而圣诞村流域降雨形心和洪峰径流形心分别为6月17日05时30分㊁6月18日13时30分,历经总时间为32.0h㊂由此可见,森林质量越高的流域,其降雨后的洪峰延滞时间越长㊂3.6㊀森林结构差异对流域退水特征的影响为了进一步说明配对流域径流退水快慢,根据准配对流域径流过程线(图6),选取7次主要洪水衰退过程,利用退水曲线方程计算退水系数(k)㊁退801㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀东㊀北㊀林㊀业㊀大㊀学㊀学㊀报㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀第52卷水常数(α),以退水系数和退水常数反映流域退水特征,随着退水系数增加,退水常数变大,退水时间延长,退水过程越稳定,否则,退水过程越快㊂由表8可知,老爷岭的退水系数通常大于圣诞村流域,二者均值分别为16.9㊁8.5d;准配对流域的退水常数变化范围分别为0.8415 0.9757㊁0.7306 0.9386,均值分别为0.9094㊁0.8626㊂老爷岭流域相比圣诞村流域平均退水时间延缓了8.4d㊂以上结果表明,老爷岭流域退水过程比圣诞村流域稳定,进一步证明了森林结构好㊁森林质量高的流域,森林对径流调节能力提高,促使退水过程表现的相对平缓㊂从季节性动态上看,退水系数㊁退水常数随时间增加呈现增长趋势,5月初,流域径流退水过程较快;9月的径流退水过程更加平缓,退水系数㊁退水常数均达到最大值,说明以基流为主要来源的时期(秋季)径流补给更为稳定,退水过程缓慢㊂表7㊀准配对流域(老爷岭㊁圣诞村)间不同洪峰滞时流域名称峰值流量日期日峰值流量/mm累积降雨量/mm滞时/h平均滞时/h老爷岭5月13日7.4827.234.538.65月24日5.9839.856.06月18日9.7480.235.57月28日2.0618.428.5圣诞村5月13日4.3021.232.036.65月24日8.6729.654.56月18日8.8075.032.07月28日5.4625.628.0图5㊀准配对流域(老爷岭㊁圣诞村)洪峰滞时特征4 讨论本研究通过准配对流域的对比发现,森林结构差异导致了枯水径流情势显著变化,老爷岭流域比圣诞村流域的平均枯水径流深提高0.65mm㊁枯水变异系数降低33%㊁枯水历时减少4h,然而洪峰径流情势差异却不显著㊂由于森林结构变化导致枯水径流的显著改变,也在海流图河流域的研究中被发901第3期㊀㊀㊀㊀㊀㊀㊀㊀崔杨,等:森林结构差异对大兴安岭森林小流域径流情势和退水特征的影响现[8],由于耐旱树种增加,海流图河流域枯水流量显著增加㊂同时有研究表明,森林覆盖率提高,枯水期径流量增加[23]㊂段亮亮等[10]对大兴安岭地区研究发现,森林扰动后,配对流域洪峰径流情势差异不显著㊂在欧洲地区28个流域的水文调查中发现,阔叶混交林覆盖率降低没有导致峰值流量显著改变[24]㊂一方面,森林结构综合指数小的流域,经历植被生长季耗水最旺盛的阶段,林木耗水量可能较大[25],从而导致枯水径流量的降低以及枯水持续时间的延长;同时,进入枯水期,主要依靠基流补给,由于森林更新演替后树种组成丰富度不同,导致各流域土壤性质及下渗能力改变[26],老爷岭流域的树种组成最为丰富,而圣诞村流域树种组成较为单一,使其土壤的水源涵养能力较树种组成丰富的流域差,致使土壤下渗和持水能力减弱,造成枯水径流减少㊂另一方面,2021年为丰水年(年降雨量均在660mm以上),期间发生了多场次强度大的降雨,造成森林对降雨的可调控作用减弱[27],枯落物层㊁土壤层可能处于近饱和状态,导致穿透雨多以地表径流的方式汇集到流域出口,从而降低森林对降雨的再分配,而且2个流域洪峰径流多发生于5月份,此时冻土活动层可能未完全融化,土壤垂直入渗能力较差,导致降雨后主要以地表径流的方式产流[28],所以在降雨量基本接近(空间异质性较小)的前提下,流域间洪峰径流情势差异较小㊂图6㊀准配对流域(老爷岭㊁圣诞村)洪峰退水过程表8㊀准配对流域(老爷岭㊁圣诞村)不同洪峰退水过程的退水系数㊁退水常数退水开始日期退水系数/d老爷岭流域圣诞村流域退水常数老爷岭流域圣诞村流域5月13日5.86.60.84150.85995月24日9.35.30.89770.82946月4日8.63.20.89080.73066月18日10.37.40.90790.87337月15日7.87.50.87970.87598月2日36.213.90.97270.93079月11日40.615.80.97570.9386平均值16.98.50.90940.8626㊀㊀然而,在加拿大BakerCreek流域的研究中发现,森林覆盖率降低也会导致枯水径流量显著增加㊁变异系数减小[13],这主要是因为森林变动后土壤扰动较小,并且森林覆盖率降低导致耗水量减少,所以枯水径流明显升高㊂周勇等[29]在遂川县域的研究发现,随着森林质量指数的提升,森林也可起到显著的滞洪作用㊂在俄勒冈州西部大小流域研究中发现,森林采伐,即森林质量降低,致使小流域㊁大流域的洪峰径流分别增加50%㊁100%[30]㊂由此可知,森林覆盖率的增加或减少都可能促使枯水径流和洪峰径流的改变,这主要取决于森林变动后的土壤下渗能力㊁林木蒸腾耗水量的变化[22]以及降水的影响和下垫面的调节能力[31-32]㊂虽然近配对流域排除了气候差异对径流情势的影响,但仍然有其他因素的干扰,比如地形地貌差异对产流的影响㊂一般认为,坡度越大,径流变化越剧烈[33]㊂本研究中,老爷岭流域坡度稍大,但是该流域的枯水径流情势比坡度小的圣诞村流域更稳定,说明,在该流域中森林植被比地形对径流的调节作用更强㊂在一段时期内无降水或降水较小时,河川径流逐渐的消退被称为流域退水过程,对反映流域内水文过程至关重要[4]㊂不同场次降雨经由流域下垫面的调蓄作用而形成大小洪峰,洪峰的消退影响着蓄水量的多少㊂本研究选取准配对流域7场降雨,探讨洪峰-退水过程,经分析发现,降雨后快速形成洪峰,并且降雨停止后洪峰径流迅速消退,以退水常数体现流域间径流退水快慢,结果发现森林结构综合指数较高的老爷岭流域退水过程比圣诞村流域稳定㊂前人关于退水过程的研究,发现流域退水特征主要取决于多方面因素,如降雨量[34-35]㊁洪峰大小[36]㊁下垫面特征[37]㊂黄欣祺等[38]在韩江流域的研究中发现,土壤地形指数均值与流域退水系数呈正相关,即土壤地形指数均值越大,退水过程越稳定;张清杰[39]在小理河流域次洪退水分析中发现,退耕还林实施以来,下垫面条件改变,次洪退水参数增大,退水过程更加稳定㊂森林蓄积量㊁树种组成㊁郁闭度㊁龄级等森林结构指标提升的前提下,森林质量更高,流域退水过程逐步趋向相对稳定的状态㊂一方面,由于森林质量高的流域,土壤下渗作用更强,降雨过后,产生的快速流减少,而以稳定的壤中流等缓慢的补给河流为主[14],所以,致使流域退水历经时间延长,退水过程稳定;5月初,准配对流域间退水常数十分接近,在后续退水中,退水常数差值逐渐增加,这是因为5月初,冻土活动层未完全融化,土壤接受降雨的入渗能力较差,流域间产流后退水过程基本表现相同的趋势,同样证实了上述推测原因;另一方面,根据退水曲线方程可知,径流量011㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀东㊀北㊀林㊀业㊀大㊀学㊀学㊀报㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀㊀第52卷。
Search for Spatial Structures at Scales Z~1. III. The Effect of Lensing on QSO

a rXiv:as tr o-ph/995157v113May1999Search for Spatial Structures at Scales Z ∼1.III.The Effect of Lensing on QSO ?V.F.Litvin,S.A.Matveef,W.E.Pereira †Faculty of Physics,St.Petersburg State University,Bibliotechnaya Pl.1,Peterhoff,St.Petersburg-198904,Russia V.V.Orlov Astronomical Institute,St.Petersburg State University,Bibliotechnaya Pl.1,Peterhoff,St.Petersburg-198904,Russia Abstract.We carried out a search for peak inhomogeneities in the distribution of matter -namely clumps and voids,within the range Z ∼1−3.We used a new method,based on the lensing of quasars by a combination of lenses,belonging to the above sought inhomogeneities in the matter distribution.This work confirms the evidence of the existence of inhomogeneities found by us earlier -of a clump (superattractor N.1),and of a void (supervoid ).Besides,the existence of a new gigantic clump (superattractor N.2)was also discovered at Z ∼3.These clumps could well serve as centers of the Bose-condensation in the early Universe;in partic-ular -as Anselm’s arion condensate,which leads to the formation of quasiperiodic structures with a period p ∼100−200Mpc.Keywords:Grav.lensing,quasars,matter clumps21.IntroductionThe structure of the observed part of our Universe-the Metagalaxy-has been studied so far along the lines of spatial distribution of galac-tic clusters and superclusters.These clusters have dimensions ranging from about a few Mpc for the clusters to about tens of Mpc for the superclusters.It has been assumed that these structures were formed about10-15billion years ago.The more earlier structures could define cosmic objects that were formed before the usual galaxies;quasars,for example.Work that has been carried out on the statistical analyses of quasar catalogs over the last decade,clearly outlines the quasiperiodic structures with a characteristic scale around100Mpc(Kunth,1989; Litvin et al.,1993;Ryabinnikov et al.,1998).It is possible,according to Anselm(1990),that the factor responsible for the evolution of such anomalies in the matter at the above mentioned scales,could be a scalar field,which,at a temperature less than the temperature of separation of radiation from a substance,turns into a condensate.Anomalies in the matter distribution of such a model arise due to a gravitational link between the matter and the scalarfield.However,a strongly unam-biguous quasiperiodic structure requires that the condensate layers be spherically symmetric.This fact was pointed out in the works by Litvin et al.(1994),and it was also shown that a symmetry like this could be obtained with the presence of a center(or centers)being condensed. The role of such a center could be taken by the so-called Superattractor (SA)discovered by Litvin et al.(1994).The hypothesis about the existence of the SA in a given direc-tion on the celestial sphere agrees with the existence of a maximum density of quasars with absorption lines in that direction(Litvin et al.,1994).Pertaining to this,a case of special interest is one introduced by Dravskikh&Dravskikh(1994),on the amplification effect of the observed brightness of quasars having absorption lines,as opposed to those without absorption lines.This result was confirmed by Van Den Berk et al.(1996).A possible explanation of this effect in the above works could possibly be the lensing of quasar radiation by massive objects which make up the absorbing medium.Thus,the search for directions of maximum lensing of quasars over the entire celestial sphere could become an approach to solving the problem of bringing out the structures in the distribution of gravitating matter at scales Z∼1.In the present paper,we propose a method to carry out such a search.We continue with an analysis,started in the works by Litvin et al.(1997),of Hewitt&Burbidge’s quasar catalog.The analysis method is based on the search for assumed directions of maximum lensing,and the results obtained are presented in section2,with a discussion in3 section3.What is important in the present paper,as compared to the one by Litvin et al.(1997),is the transformation from equatorial to galactic coordinates.This allows us to most effectively follow random structures that could arise around the region of the galactic equator,as a result of strong randomfluctuations.Details on the probability of the formation of such structures and statistical analyses of their results are discussed in sections3and4.A more general discussion and conclusion is then given in section5.2.Method used to search for the lensed matterAs a parameter characterizing the lensing of quasars,we chose K i, which is the ratio of:the mean apparent magnitude of the quasar population,falling within the i-th standard cell(in a circle of radius R=40◦on the celestial sphere),V i,to the mean apparent magnitude over the entire celestial sphere,V4π.V iK i=43.1.“Spots”with a minimum value for K i5 the above hypothesis of the connection between the discussed spot l2=(120◦±20◦);b2=(5◦±20◦)in the topography in Fig.1and the efect of lensing.For the given spot,we shall not be discussing results on how the to-pography of the slope of the straight line on Hubble’s diagram behaves in galactic coordinates.This is because the method used in defining the slope is very sensitive to randomfluctuations which arise due to minor changes in the number of quasars falling within a particular cell.The effect becomes even stronger with an increase in Z e,since an increase in Z e means a decrease in the total amount of data in Hewitt& Burbidge’s catalog(1993).This way,wherever there is a discussion on the topography of the slope of the straight line on Hubble’s diagram we use only a qualitative comparison with results from the works by Litvin et al.(1997),since in those works we had used equatorial coordinates but had not considered the region around the North Pole due to strong distortions in the Mercatorial projections.3.2.“Spot”with a maximum value for K i6Z e∼2decreases,can be considered a dominant factor.At the same time,quasars having a Z e>2,but lying around the boundary Z e=2, could”fall out”from the interval Z e=[2;4.5],these being the brightest for the given interval.As a result,we observe an overall increase in the mean apparent stellar magnitude within the interval Z e=[2;4.5] in the direction of the void(spot of maximum K i in Fig.1D).It should be noted that in the absence of the void within other intervals (Figs.1:A,B,C)the above effect is not observed.74.A statistical analysis of the data obtainedA detailed analysis of the topograms,about which we had spoken in the previous section,shows,that all extremal spots lie close to the plane of the galactic equator.This carries a definitive scepticism in relation to the proposed interpretation of the results obtained by us.Poor statistics in the region near the galactic equator leads to an increased influence of randomfluctuations in the data analysis.In this way,the probability of occurrence of random structures,analogous to the spots in Figs.1 and2,increases.Moreover,a non-uniform choice of objects from the catalog for different areas of the celestial sphere can lead to a selection. In order to evaluate the influence of these factors,we carried out an analysis of the Hewitt&Burbidge(1993)catalog using two different methods:1.)An estimate was carried out of the probability of random occur-rence of“extremal”spots on the topograms in Figs.1and2.Similar to section2,we used the method of constructing topogra-phies for K i by taking data from the same catalog.The role of standard cells was taken over by N identical domains,e.g.circles of radius R, whose centers form a mesh on the celestial sphere.(For the sake of convenience,we used a mesh that was rectangular in the Mercatorial projection of the celestial sphere).The size and the corresponding num-ber of domains were defined by the necessary condition that N obj≥5 objects per standard cell.That way,after creating the topography of the celestial sphere,we obtained a set of domains,wherein each of which,the lensing parameter K i was defined.Now,let the number of such domains be equal to n;(where,for a spot of minimum K i,the relation K i≤K cr is true;or where,for a spot of maximum K i,the relation K i≥K cr is true;K cr being some critical cut-offparameter on the topogram).Also,let the lensing topogram have a spot made up of m domains, which satisfy K i≤K cr(or K i≥K cr,in the case of a maximum). By“spot”we imply a set of domains in a rectangular mesh,where the center of each new element differs from the previous element by exactly one step of the mesh.In order to estimate the probability of the random formation of the given spot in any part of the topogram,we carried out the following procedure:n domains with K i≤K cr(or K i≥K cr,in the case of a maximum) were randomly thrown over a sphere and the resulting topogram was then scanned to check for at least a single case in which the spot would occur,within m domains satisfying K i≤K cr(or K i≥K cr,in the case of a maximum).8The next step was to calculate q such occurrences for Q throws or iterations.Finally,the ratio p=q/Q gives us the required probability value.Results of our calculations for spots with minimum and maximum values of the parameter K i(Figs.1:A,B,C,D)are presented in Tables I.a,b,c,d;II.a,b,c,d and III.Similarly,we can estimate the probability of a random occurrence of extremal spots on the topograms of the relative density of absorbers( see Fig.2A and also Litvin et al.,1997).These estimations are presented in Table IV.Calculations(Table I.)show that the occurrence of two of the spots of minimum K i on the lensing topography(thefirst one in the direction l1=(250◦±20◦);b1=(−5◦±20◦)within the intervals Z eǫ[0.5;2.5]; Z eǫ[1;3];and Z eǫ[2;4.5];and the second one in the direction l2= (120◦±20◦);b2=(5◦±20◦)within the interval Z eǫ[1.5;3.5])can be considered non-random.However,while doing so,it is understood that effects of a selection cannot be omitted(see the corresponding estimate below).The same can be said about spots of maximum K i on the lensing topogram within the interval Z eǫ[2;4.5](Fig.1D and Table III)and on the topogram of the relative density of absorbers within the interval Z eǫ[1.5;3.5](Fig.2A and Table IV).2.)An estimate was also carried out of the probability of occurrence of extremal spots on the topogram of Fig.1as a result of possible quasar selection effects from the catalog by Hewitt&Burbidge(1993).In this method,we carried out a reapproximation(“mixing”)of quasar parameters(namely apparent stellar magnitude and redshift), but their coordinates remainedfixed.At the same time,using the stan-dard procedure(see section2.),we defined a set of N knots values for the lensing parameter K i(where,N knots-is the number of standard cells, chosen by us,and defined by the radius of the cells,in particular,by the condition that a sphere entirely covers the cells with a minimum excess covering).For a given p-th set of cells we defined a maximum K p max and a minimum K p min for the value of the lensing parameter K i.We then calculated n1sets for which the following condition was satis-fied:(K p max−K p min)≥(K max−K min),where K max and K min-corresponding maximum and minimum values for the lensing parameter,defined for the catalog by Hewitt&Burbidge (1993)without a“mixing”.9 The ratio,p1=n1/Q1then gives us the estimate of the probability of the formation of spots on the topograms(Figs.1&2)taking into ac-count the effects of a selection.The results of these calculations within four Z e intervals and for three values of the radius R of a standard cell, are presented in Table V.a,b,c,d.An analogous estimate of the probability for the topography of absorbers in Fig.2A is presented in Table VI.Results from Tables V&VI support the fact that the probability of occurrence of extremal spots due to closed selection effects are very small.This,in conjunction with the results obtained above of an esti-mate of the probability of random occurence of these spots(see above for discussion of Tables I-IV),leads us to conclude that the role of randomfluctuation effects is very small,and the formation of anomalies on the topographs(Figs.1&2)can be interpreted as a physical effect, according to section2.In conclusion,it is interesting to note a certain characteristic in the behaviour of the spot at minimum K i as a function of Z e,in the direc-tion l1=(250◦±20◦);b1=(−5◦±20◦).For this direction,the lensing effect is maximum within the interval Z eǫ[1;3].On increasing or de-creasing Z e within the intervals Z eǫ[0.5;2.5]and Z eǫ[1.5;3.5]the effect weakens(within Z eǫ[1.5;3.5]the effect is almost statistically negligible-see Table Ic).However,within Z eǫ[2.5;4.5]the effect is stronger and an occurrence by chance of the corresponding spot is highly improbable (Table Id.).Atfirst sight,such a“strange”behaviour of the anomaly in the direction l1=(250◦±20◦);b1=(−5◦±20◦)can be connected to different“regimes”of lensing of radiation from near and far(relative to the SA)quasars by components of matter from the SA.For quasars located nearer to the SA,in Z eǫ[1;3](i.e.in the region of maximum concentration of lenses)there exists an increased probability of strong lensing effects as a result of a strong probability that the observer could fall in the region of a conical caustic(Baryshev&Yezova,1997). This was already mentioned in section2.On increasing the relative lens-quasar distance,the probability of strong lensing drops,but the probability of multiple weak-lensing increases(if the distance to the lens is greater than half the distance to the quasar).In this case,the maximum probability of lensing occurs,if the lens is exactly half-way between the observer and source.Hence,when the lenses are concen-trated in the region around Z∼2,one should expect an amplified lensing effect of quasars at Z e∼4,i.e.in our case,within the interval Z eǫ[2;4.5].105.DiscussionAn analysis of the results obtained with the help of the method pro-posed in this paper,offinding the direction of maximum lensing of quasars,is indeed a continuation for the search of large-scale inhomo-geneities in the distribution of matter at scales Z∼1.The existence of one such inhomogeneity around Z∼2-the SA,which was found by us earlier while analysing the spatial distribution of absorbers,confirms the presence of a maximum in the mean observed brightness of quasars in the direction of the SA.Yet another maximum in the mean observed quasar brightness was discovered in the region Z∼3in a direction (equatorial coordinates)that we had not searched.This anomaly,as in the previous case,corresponds to a maximum in the density of quasars with absorption lines.In this way,we can talk about the existence of yet another large-scale inhomogeneity in the distribution of matter at scales Z∼3,which analogous to thefirst,was named SA2.To observable parts in the Universe the inhomogeneity picture in the distribution of matter also outlines the existence of a gigantic void(SV)at distances,estimated by us to be within Z∼2−3.In a very definitive sense,the SA and SV form a gravitational dipole. The direction,defined by the axis of this dipole,is quite close to the “Axis of the Universe”,which in turn is defined by the orientation of radiogalaxies(Amirkhanjan,1994).We assume that the main reason why we observe structures on the topographies is because of effects related to the“anomalous”amplifica-tion or absorption of quasar radiation during their path through large scale matter non-uniformities;and not because of effects that arise due to randomfluctuations or selections.The basis for such an assumption are the statistical calculations described in section4.Besides,we carried out a series of tests to estimate the possible extra effects,connected with very poor statistics in the galactic equator region.In particular, with the help of a standard algorithm(section2)we had calculated the behaviour of the median of the apparent stellar magnitude of quasars in different directions on the celestial sphere.The median,unlike the mean stellar magnitude,is less sensitive to randomfluctuations arising due to poor statistics;and the fact that the structures observed on it’s topography agree with the behaviour of the extremums on the lensing topography(Fig.1)speak in favor of a statistical significance of these extremums.However,we cannot totally exclude selection effects.Re-sults of yet another test,related to the analysis of the depth of selection of catalog objects,show that there exists some correlation between that region on the celestial sphere where the limiting apparent magnitude is minimum(i.e.possibly only bright objects were accounted for)andthe direction towards SA2.With the presence of such an observable selection it could be possible to also explain the“effective”amplifica-tion in the mean brightness of quasars along a given direction and the presence of a maximum in the absorption bands of their spectra.Effects of absorption and lensing of quasar radiation by massive objects that form the medium through which this radiation traverses, seem to be a real way to detect and analyze clustered structures of dark matter at scales Z∼1.In some cases,one can get more information about the presence of such clusters from the chemical analysis of quasar emission spectra.In the work by Gnedin&Ostriker(1997),for example, it says that the process of heirarchical clustering of neutral gas in the early Universe could have possibly led to the formation of clusters of massive stars.An intensive burning of light elements and a generation of heavier elements in these stars leads to a strong“enrichment”of nearer regions with heavy elements.So,the presence of an increased composition of heavy elements in the observable region may be proof of occurrences of strong matter-clustering processes there.Using this method,we carried out a comparitive analysis of spectral lines of quasars from the Hewitt&Burbidge catalog(1993)in differ-ent parts of the celestial sphere.The results obtained tell us about a slight excess over the background of the relative composition of heavy elements in regions adjoining the SA and SA2.Even though these are based on poor statistics,yet in conjunction with other results,they con-firm our conclusions about the existence of gigantic clusters of matter at scales Z∼1.This is in agreement with the opinion of Sylos Labini (1996),that the known clusters and galactic superclusters are not the most large scaled structures.AcknowledgementsWe are very grateful to T.A.Agekian,V.A.Antonov and Y.V.Baryshev for providing useful discussion of the results;to the anonymous referee of the initial version of this paper for his critical remarks,especially for his suggestion to switch to the galactic system of coordinates,which resulted in ourfinding of clump No.2;and to Hewitt&Burbidge for the QSO catalog which they delivered.ReferencesAmirkhanjan,V.R1.,1994,Bulletin Spec.Astrophys.Obs.,37,119.Anselm,A.A.,1990,Preprint DESY90Dravskikh,A.F.,and Dravskikh,Z.V.,1994,Astron.Rep.,72,163.Gnedin,N.Y.,and Ostriker,J.P.,1997,Astrophys.J.,486,581Hewitt,A.,and Burbidge,G.,1993,Astrophys.J.Suppl.Ser.,74,1.Kunth,D.,XXIII Rencontre de Moriond“Dark Matter”,Savoie,France,1989,219 Litvin,V.F.,et al.,1993,Preprint St.Petersburg Inst.of Nucl.Phys.,1965Litvin,V.F.;Holzmann, F.M.;Taibin, B.S.;Smirnov, A.V.;Grebenkina, E.T.;Baryshnikov,V.N.;Orlov,V.V.;Anosova,J.P.;and Polyakova,G.D.,1994, Astrophys.and Space Sci.,215,245Litvin,V.F.;Orlov,V.V.;Holzmann,F.M.;Taibin,B.S.;Matveef,S.A.;and Pereira, W.E.,1997,Astrophys.and Space Sci.,253,181.Sylos Labini,F.,1996,Physica A,230,336.Vanden Berk,D.E.;Quashnock,J.M.;York,D.G.;and Yanni,B.,1996,Astrophys.J., 469,78Baryshev,Y.V.,and Yezova,J.L.,1997,Astron.J.,74,497.Ryabinnikov,A.I.;Varshalovich,D.A.;Kaminker,A.D.,1998,Astron.J.Letters,24, 488Captions to FiguresFigure1.Topography of the lensing parameter K i in the Mercato-rial projection of the celestial sphere,for four different intervals of Z e. Radius of the standard cell,R=40◦.Number of cell s,N knots=150.A)Z eǫ[0.5;2.5]B)Z eǫ[1;3]C)Z eǫ[1.5;3.5]D)Z eǫ[2;4.5]Figure2.Topography of:A)The relative density of absorbers,andB)The lensing parameter K i(l,b)both,in the Mercatorial projection of the celestial sphere in the in terval Z eǫ[1.5;3.5].Radius of the standard cell,R=40◦.Number of cells,N knots=150.TableI.Results of the probability estimate of random occurrence of a spot with a minimum K i on the lensing topography in the direction l1=(250◦±20◦);b1=(−5◦±20◦),for four intervals of Z e.Radius of the standard cell,R=40◦.Number of cells,N knots=108.Number of throws or iterations,Q=104.Explanation is given in the text.I.a)Z eǫ[0.5;2.5]K cr0.96858n70.05 1.8I.b)Z eǫ[1;3]K cr0.9757n80.050.6I.c)Z eǫ[1.5;3.5]K cr0.96722n6876I.d)Z eǫ[2;4.5]K cr0.9759n80.050.7TableII.Results of the probability estimate of random oc-currence of a spot with a minimum K i on the lensing topog-raphy in the direction l2=(120◦±20◦);b2=(5◦±20◦),for four intervals of Z e.Radius of the standard cell,R=40◦.Number of cells,N knots=108.Number of t hrows or iterations,Q=104. Explanation is given in the text.II.a)Z eǫ[0.5;2.5]K cr0.97359n172.714II.b)Z eǫ[1;3]K cr0.97448n156.58.7II.c)Z eǫ[1.5;3.5]K cr0.9737n92.1 2.5I.d)Z eǫ[2;4.5]K cr0.97648n162514TableIII.Results of the probability estimate of random occurrence of a spot with a maximum K i on the lensing to-pography in the direction l3=(60◦±20◦);b3=(0◦±20◦),for the interval Z eǫ[2;4.5].Radius of the standard cell,R=40◦. Number of cells,N knots=108.Number of t hrows or iterations, Q=104.Explanation is given in the text.III.Z eǫ[2;4.5]K cr 1.01839n72.10.2TableIV.Results of the probability estimate of random occurrence of a spot with a maximum value for the rela-tive density of absorbers in the direction l=(135◦±20◦); b=(10◦±20◦),for the interval Z eǫ[1.5;3.5].Radius of the stan-dard cell,R=40◦.Number of cells,N knots=108.Number of t hrows or iterations,Q=104.Explanation is given in the text.IV.Z eǫ[1.5;3.5]K cr 2.836n80.69 1.3TableV.Results of the probability estimate of formation of extremal spots on the lensing topography,occurring due to selection effects.This was done for four intervals of Z e. Number of throws or iterations is,Q1=103.Explanation is given in the text.V.a)∆Z e p1%303540R◦1-3241-30.01-30.9V.c)∆Z e p1%303540R◦2-4.50.92-4.50.12-4.5 1.3TableVI.Results of the probability estimate of formation of extremal spots on the lensing topography of the relative density of absorbers,occurring due to selection effects.This was done for the interval Z eǫ[1.5;3.5].The number of throws or iterations,Q=103.Explanation is given in the text.VI.Z eǫ[1.5;3.5]∆Z e p1%303540Figure0.21Figure0.22Figure0.。
建筑学英语词汇、句子

UNIT ONEARCHITRCTURE1.edifice大建筑物,体系pressive strength抗压强度3.span 架设,跨度4.tensile strength抗拉强度5.skeleton构架,轮廓,草图6.cantilever悬臂梁7.project 伸出,设计8.nave 正厅9.aisle(注意读音)侧廊10.transept 教堂左右两翼11.chapel 私人祈祷处12.apse 耳室13.Gothic cathedral 哥特式教堂14. module 模数15.balustrade 栏杆16.colonnade柱廊17.ornament 装饰物(decoration)18.column柱子( post, pillar)19.Golden section黄金分割The precise activities to be housed in any specific building, ranging from an assembly line in a factory to a living room in a home, should dictate the size and shape of the several areas within.翻译:将要容纳在具体建筑物中明确的各种活动,范围从工厂流水线到住宅的起居室,都应限定其中各部分空间的大小和形状。
Furthermore, a structure must be well built , it could have such permanence as the purpose for which it is intended demands and as the materials chosen may allow.此外,一座建筑的结构必须建造良好,必须具有永久性。
这种永久性既是设计意图要求的,也是材料选择许可的。
Investigation of Color Aliasing of High Spatial Frequencies and Edges for Bayer-Pattern Sen
Investigation of Color Aliasing of High Spatial Frequencies and Edges for Bayer-Pattern Sensors and Foveon X3® Direct Image SensorsRudolph J. GuttoschFoveon, Inc.Santa Clara, CAAbstractThe reproduction of an edge and a high frequency bar pattern is examined for image sensors employing two different color sampling technologies: Bayer RGB color filter array, and Foveon X3 solid state full color. Simulations correlate well with actual images captured using sensors representing both technologies. Color aliasing artifacts in the Bayer mosaic case depend on whether an anti-aliasing optical lowpass filter is used, and are severe without such a filter. For both the edge image and the bar pattern, the Foveon X3 direct image sensor generates few or no color aliasing artifacts associated with sampling.1. Introduction1.1 Bayer BackgroundColor image data files typically viewed on computer monitors are made up of three complete planes of red, green, and blue data. Digital capture of an image with three complete planes was often accomplished with an image capture system consisting of a color separating prism and three image sensors affixed to the exit windows of the prism. Such devices produce high quality results, but require great precision in manufacturing and are costly, requiring image sensors and a prism to construct.The recent explosion of digital image capture devices in both the DSC (Digital Still Camera) and the cell phone markets has been fueled by the use of a less expensive alternative for color image capture. This alternative is known as the Bayer1 CFA (Color Filter Array), named after its inventor, Dr. Bryce Bayer, of the Eastman Kodak Company.The Bayer CFA is made up of a repeating array of red, green, and blue filter material deposited on top of each pixel in an array (Figure 1). These tiny filters enable what is normally a black-and-white sensor to create color images.Figure 1: Typical Bayer CFA showing the alternate sampling of red, green, and blue pixels.By using two green-filtered pixels for every red and blue, the Bayer CFA is designed to maximize the perceived sharpness in the luminance channel, which is composed mostly of green information. However, since the image plane is under-sampled by 50% to begin with, the full detail available in the optical image is not attained in the luminance sampled data. In addition, chrominance detail is lost due to the even lower sampling density of 25% in the red and blue channels in the sensor. Figure 2 shows a Bayer filter pattern decomposed into its constituent color components, showing the sparseness of the sampling. In order to create the required completely-populated image plane (i.e. three complete planes of red, green, and blue information), the Bayer CFA data must be interpolated, the process which fills in the voids shown in Figure 2.Figure 2: Decomposition of a typical Bayer CFA pattern into its components. Under-sampling in theimage plane results in lower sharpness than could otherwise be achieved. Further, gaps in the imageplane lead to color moiré artifacts.Introduced in the 1970’s, the Bayer CFA improved the state-of-the-art of image color image capture and reduced image capture cost. However, when considering the image quality vectors of sharpness and artifact control, the Bayer CFA represents an inefficient use of silicon area and imposes constraints on the digital camera designer. Due to the sparse nature of the sampling, the Bayer CFA imposes the need for the following:1.interpolation of the missing color data to create three complete color image planes (R, G, &B)2.sharpening of the image to account for the inherent reduction in the sharpness of theluminance and chrominance3.suppression of color aliasing artifacts resulting from incomplete sampling in the image planeand the phase offsets of the color channelsTo combat the third effect noted above, an optical blur filter, also known as an Anti-Aliasing filter, or an optical low-pass filter, (OLPF), is usually employed in consumer and professional digital cameras. Blur filters reduce the color aliasing artifacts caused by spatial phase differences among the color channels (i.e. the red, green, and blue filters are placed next to each other). Two blur filters are typically placed in the optical path: one to blur in the horizontal direction, the other in the vertical. The blur filters reduce color aliasing at the expense of image sharpness. In order to control costs, blur filters have not typically been used in digital cameras designed for cell phones. The effect of leaving out this component can be readily seen in images.1.2 Foveon X3 TechnologyAn alternative method for obtaining color images from a single chip monolithic imaging array is now available:2,3 the Foveon X3 direct image sensor. A direct image sensor is an image sensor that directly captures red, green, and blue light at each point in an image during a single exposure. Foveon X3 sensors take advantage of the natural light absorbing characteristics of silicon. Light of different wavelengths penetrating the silicon is absorbed at different depths -- high energy (blue) photons are absorbed near the surface, medium energy (green) photons in the middle, and low energy (red) photons are absorbed deeper in the material.4 In contrast to the lateral color sensing method in the Bayer CFA, X3 image sensors enable red, green, and blue pixels to be stacked vertically. A schematic representation of this vertical arrangement is shown in Figure 3.Figure 3: Schematic depiction of a Foveon X3 image sensor showing stacks of pixels, which recordcolor channels depth-wise in silicon.Figure 4 shows the color planes that result directly from image capture, without interpolation.Figure 4: Fully populated image sampling found in film scanners, color-separation prism cameras, andalso in Foveon X3 image sensors.Vertical stacking increases pixel density, thereby increasing the sharpness per unit area captured in the image plane. The stacks of red, green and blue pixels also eliminate the phase differences among the samples in color planes, thus eliminating false color patterns without additional processing. Blur filters are not necessary to combat color moiré patterns and the sharpness improvement for X3 image sensors in both luminance and chrominance can be measured using industry-standard techniques.52. MethodA Bayer CFA image sensor and a Foveon X3 image sensor were each simulated using a simplified model. The two sensors were exposed to two different stimuli in the simulation: an edge and a high frequency bar target. In order to achieve a processed image from Bayer CFA data, it is first necessary to interpolate, or fill in, the missing pixel data, a step not required for Foveon X3 image sensors. For this study, color interpolation was performed on the Bayer CFA using the bi-linear method shown in Figure 5 to create three complete planes of R, G,B data.R 1,2R R 2,2R 3,2R 4,1R 4,2R 1,4R 2,3R 2,4R 3,4R 4,3R 4,4B B B B 3,1B B 4,1B B B 2,3B B B 4,3R 11= R 11R 12= (R 11+ R 13)/2R 21= (R 11+ R 31)/2R 22= (R 11+ R 13+ R 31+ R 33)/4B 22= B 22B 23= (B 22+ B 24)/2B 32= (B 22+ B 42)/2B 33= (B 22+ B 24+ B 42+ B 44)/4G 22= (G 12+ G 32+ G 21+ G 23)/4G 23= G 23G 32= G 32G 33= (G 23+ G 43+ G 32+ G 34)/4Figure 5: Bayer CFA color sample positions and the color interpolation equations used in thisinvestigationOther, more complex algorithms are often used 6, and sometimes licensed 7. With the more complex algorithms, the overall performance of the color interpolation process can be improved; however, this comes with a significant penalty in both computation time and image processing device costs. In addition, no amount of added processing complexity can eliminate the fundamental samplingdisadvantages of a Bayer CFA. The simple color interpolation algorithm used in this analysis is widely applied in low-cost digital image capture systems where blur filters are also prohibitively expensive.An outline of the color interpolation steps used in the simulated images is illustrated in Figure 6. As the diagram shows, going from capture to finished image requires an extra color interpolation step for Bayer image sensors.Figure 6: Comparison of color image capture planes and resulting images for a simulated edge.1. Edge image projected onto image sensor.2. R, G, and B planes immediately after capture. Missing data for the Bayer case is evident.3. Bayer image planes after color interpolation, a step not required for Foveon X3 sensors.4. Resulting edge images.Bayer CFA Foveon X3Graphical representations of the edge applied to Bayer CFA and Foveon X3 image sensors are shown in figure 7; graphical representations of the high-frequency bar pattern case are given in Figure 8.Figure 7: Bayer CFA image sensor, left, and Foveon X3 image sensor, right, with simulated edgesuperimposed. Percentages refer to percent response, based on percent of area exposed, equivalent to a100% fill-factor pixel. Response normalized so that black = 0% and white = 100%. These percentageswere scaled to 8 bits for simulated image output.Image output was created and analyzed to show how each system reproduces the stimuli of interest. Optical effects and lens aberrations were specifically excluded from this analysis in order to gain a clear understanding of the contribution of the sensor sampling method on the output image quality. The aliasing response of the Bayer CFA was also investigated visually from a simulated bar pattern with a spatial frequency of 1/3 cycle per pixel location. This frequency is below the Nyquist rate of 1/2 cycle per pixel location. Although the bar pattern used in this analysis is synthesized, such patterns are commonly found in fabrics, vertical blinds, buildings, and are used in most standard imaging system resolution tests. An example of the graphical superposition of a high-frequency bar pattern on a Bayer CFA sensor and a Foveon X3 sensor is given in Figure 8.Figure 8: Bar pattern with frequency of 1/3 cycle/pixel location (top). Same bar pattern superimposed on Bayer CFA, left, and Foveon X3 sensors, right, with resulting relative responses (in percent).In order to compare the results of the image simulations with those obtained by commercially available image sensors, real-world images of an edge and a high-frequency bar target were captured using the cameras listed in the table below:Table 1: Cameras and sensors used to capture real-world images3. ResultsThe simulated edge target results are shown in Figure 9, and bar target results are shown in Figure 11. In order to validate the model and results of this study, real images of a slanted edge and bar pattern target were captured using both a Bayer CFA sensor and a Foveon X3 sensor. Those results are shown in Figures 10 and 13. Visual comparisons of the results clearly show that the model predicts the performance of real camera systems very accurately. Figure 12 shows a section of an IT-10 resolution chart captured with cameras and sensors from Table 1.Figure 9: Simulated Bayer CFA (left) and Foveon X3 image sensor (right) responses to slanted edge.Note lack of colored artifacts and sharper edge in the X3 sensor example.Figure 10: Real-world images obtained from cameras using, the Bayer CFA on a CCD image sensor,(left) and the Foveon X3 image sensor (right).Bayer CFA Camera Foveon X3 Camera Camera Roper Scientific Coolsnap Foveon F19 Reference Design Kit Image SensorSony ICX 2051392 x 1040 x 1Foveon F19 X3 Sensor1440 x 1088 x 3Pixel Size 4.65 µm 5.00 µmLens Pentax Cosmicar C-Mount Pentax Cosmicar C-MountFigure 11: Simulated result of imaging a high frequency bar pattern on a Bayer CFA (left) and a FoveonX3 sensor (right).Figure 12: Section of an IT10 resolution chart captured with Bayer CFA (left) and Foveon X3 (right)image sensors. Note the various color artifact patterns in the Bayer CFA case that depend on the inputfrequency. The numbers in the chart refer to the spatial frequency (multiply x100 to obtain Line Widthsper Picture Height, LW/PH). The region of interest for 1/3 cycle/pixel location (~700 LW/PH for both sensors) is shown in the red boxes. Detail from portions of these regions is shown in Figure 13.Figure 13: Digital camera output of a high frequency bar target (1/3 cycle/pixel location) for a Bayerimage sensor (left) and a Foveon X3 image sensor (right).4. DiscussionBoth the simulated and actual edge response for the Bayer CFA clearly show both sharpness reduction in the edge and false-color artifacts. Complete color sampling of the image plane, as demonstrated by the Foveon X3 direct image sensor, can eliminate the source of the image artifacts. The results can be obtained using a Foveon X3 sensor without the need for optical blur filters which would reduce image sharpness and add cost to the image capture system.In Figure 12, a comparison of the reproduction of an IT10 resolution chart is shown. In the Bayer case, interesting false color Moiré patterns crop up that are a function of the input frequency. For the Foveon X3 sensor, some luminance (i.e. not false color) Moiré, which is typical of sampled data systems, is visible.The bar pattern results show that even at frequencies lower than Nyquist, the Bayer CFA imager will add color artifacts to black-and-white subjects. Using a bar pattern, it is quite simple to produce color artifacts both in simulations and in actual use. Again, by completely sampling the image plane, the Foveon X3 sensor provides a black-and-white reproduction of a black-and-white subject.5. ConclusionThe performance of traditional Bayer CFA image sensor technology was compared to Foveon X3 image sensor technology using both a simple simulation and real-world image capture. The results of both the simulation and the test images clearly show the advantages of Foveon technology with respect to color artifacts and sharpness. A Bayer CFA image sensor without a blur filter shows significant color artifacts resulting from the improper sampling. While the combination of a blur filter and increased color interpolation complexity can be used to partially compensate for the deficiencies in the Bayer sensor, the underlying problem is inherent and comes from undersampling in the image plane. The costs of the attempts at working around the problems with Bayer CFA technology are direct: added component costs due to blur filter, a more advanced image processor device as well as additional compute time. In applications where cost, power, and size are critical, decreasing performance in these key areas is not an acceptable tradeoff to make in order to ensure good image quality.By fully sampling color in the image plane, Foveon X3 direct image sensors avoid the color artifacts and provide increased sharpness without adding cost to the digital camera system.References1 B. E. Bayer, “Color Imaging Array,” US Patent 3,971,065, 1976.2 R. B. Merrill, “Color Separation in an Active Pixel Cell Imaging Array Using a Triple-Well-Structure,” US Patent 5,965,875, 1999.3 R. F. Lyon and P. M. Hubel, “Eyeing the Camera: into the Next Century”, Tenth Color Imaging Conference: Color Science and Engineering Systems, Technologies, Applications; Scottsdale, Arizona; November, 2002.4 A. J. P. Theuwissen, Solid-State Imaging with Charged-Coupled Devices, Kluwer Academic Press, Dordrecht, 1995.5 P. M. Hubel, J. Liu, and R. J. Guttosch, Spatial Frequency Response of Color Image Sensors: Bayer Color Filters and Foveon X3; Proc. SPIE Vol. 5301, p. 402-407, 2004.6 R. Ramanath, et. al, “Demosaicking Methods for Bayer color arrays”, Journal of Electronic Imaging, July 2002 pp. 306-315.7 J. F. Hamilton and J. E. Adams, “Adaptive color plane interpolation in single sensor color electronic camera,” US Patent No. 5, 629, 734 (1997).© 1998-2005 Foveon, Inc. Foveon, X3, and the X3 logo are registered trademarks of Foveon, Inc.。
应配备的图书
应配备的图书远洋船舶上,通常应配备的中、英版航海图书资料有:1、海图,包括航用海图(总图、航行图和港湾图)及参考用图(罗兰海图、台卡海图、航路设计图、大圆海图、空白定位图、等磁差曲线图等);2、《世界大洋航路》;3、《航路指南》;4、《灯标和雾号表》及《航标表》;5、《潮汐表》;6、《航海图书总目录》;7、《无线电信号表》;8、《航海通告》与《航海通告年度摘要》;9、《进港指南》与《世界港口资料》;10、《航海天文历》、《天体高度方位表》与天文计算用表;11、《航海员手册》;12、《船舶定线》;13、《里程表》;14、《航海表》;15、《国际信号码语规则》等。
§7—1 《世界大洋航路》与“航路设计图”一、《世界大洋航路》(《Ocean Passage for the World》)1、概况该书主要介绍世界主要大洋航线,供拟定深海航线时参考;该书约十几年再版一次,现用版为1987年(第四版);书中介绍了气象和其它影响航线拟定的因素和经常被选用的大量航线和这些航线的航程;该书由两大部分计10章组成:第一部分包括第1章 ~ 第7章。
第1章是航线设计,第2章 ~ 第7章分别介绍各章所包括海域的气象条件和机动船推荐航线的航行要点;第二部分包括第8章 ~ 第10章,介绍常用帆船航线。
2、改正出版后定期出版补篇;周版英版《航海通告》第Ⅳ部分;《航海通告年度摘要》。
3、该书中的机动船及船速的定义该书中机动船系指中等吃水并符合下列三种类型的船舶:⑪高速船或能保持15 kn 和 15 kn 以上海上速度的船舶;⑫中速船或能保持10 kn ~ 15 kn 海上速度的船舶;⑬低速船或由于被拖带或损坏而使海上速度降低到10 kn 以下的船舶。
但不包括吃水超过12m以上的船舶的特殊要求。
4、注意书中机动船推荐航线,主要是为中、低速船舶所提供的;高速船舶在大多数情况下应采用港口间的最近航路;《世界大洋航路》中推荐的是气候航线,要求采用气象航线;书中航线图中,没有给出低速船的航线5、该书所印有的图表⑪英版《航路指南》各卷海区范围索引图;⑫航路设计图范围索引图;⑬世界气候图;⑭波高图;⑮洋流花与世界主要表层洋流分布图;⑯载重线规范、地区及季节性区域图;⑰航线图(计75幅航线插图);⑱世界帆船航路图。
冲縄本岛东部胜连半岛冲宫城岛周辺鲜新统更新统
Bulletin of the Mizunami Fossil Museum, no. ( ), p. - . pls., figs., table.c , Mizunami Fossil MuseumPliocene - Pleistocene planktonic foraminiferal biostratigraphy in the Miyagijima and adjacent islands, off Katsuren Peninsula, east of Okinawa-jima, Japan.Satoshi Hanagata.Tegatasumiyoshicho - - , Akita, Akita - , JapanAbstractPlanktonic foraminiferal (> 75µm) biostratigraphy in the eastern islands off the KatsurenPeninsula, Okinawa-jima was described based on 45 samples collected from the surface sections.This region provides excellent distributed exposures of the Shimajiri Group and theoverlying Chinen Formation in the study area, which provides materials suitable for acomparative paleoenvironmental study of megafossils and microfossils. This study aims tocollect basic information on geology and geologic ages for future study.The occurrences of index planktonic foraminifera, including Globoquadrina altispira,Truncorotalia tosaensis, and Truncorotalia truncatulinoides, indicate that the strata in thisstudy region ranges from PL3 of N19 (Pliocene) to N22 (upper Pliocene to Pleistocene);further, it is indicated that these are correlative with the Yonabaru, Shinzato and ChinenFormations, in ascending order, as defined in southern Okinawa-jima.In the study region, the stratigraphic boundary of the Yonabaru and Shinzato Formationscould not be ascertained due to the lack of marker-pumice-bearing tuff bed observed in thetype section, and also due to the difficulties faced in distinguishing between the twoformations, both of which show similar lithofacies. Therefore, the Yonabaru and ShinzatoFormations are treated as one indistinguishable unit. The boundary between the Yonabaru-Shinzato and the Chinen Formation shows clino-unconformable contact in southernHenzajima. A similar truncation is observed at the base of a significant channel structure inthe Yonabaru Formation of southern Miyagijima. This implies that the base of the ChinenFormation indicates a similar sedimentary process that is induced by channel formation.Further, facies change between the Chinen and underlying formation solely impliesenvironmental change of the hinterland such as the formation of a coral reef. Consequently,the Chinen Formation, whose stratigraphic position has been controversial, is considered todisplay a higher affinity with the Shimajiri Group than with the Ryukyu Group.Planktonic foraminiferal assemblages generally exhibit a subtropical paleoenvironment,which is similar to that on the offshore of the present Ryukyu-Arc region. However,assemblages in PL5-6 include abundant Turborotalita quinqueloba, Turborotalita humilis,and Globigerinita glutinata as compared with those in PL3-4. This stratigraphic change inassemblages suggests the increasing effect of colder water mass, upwelling or coastal water inlate Pliocene on the basis of modern planktonic foraminiferal distributions.Key words: Chinen Formation, Okinawa, Paleoceanography, Planktonic Foraminifera, Pleistocene,Pliocene, Shimajiri Group, Shinzato Formation, Yonabaru FormationNoda,MacNeil Noda NakamoriA B CMacNeil Yonabaru clay member Shinzato tuff member Formation Noda T Globoquadrina altispira. Fig. 1.Index and sampling locality maps.T AMacNeil Chinen sandBTruncorotalia truncatulinoides Tanaka and Ujiié,MacNeilµm.Fig. 2.Summary of stratigraphic divisions in the previous studies.T JB T JB T Sfm T a I - K CS, H C , I m, MBlow N Berggren et al. Berggren, M PL Pt Cande and Kent Blow Berggren et al.Ujiié Ujiié Ujiié Berggren et al. PL PL Ujiié Truncorotalia tosaensis Ma; Berggren et al. Sphaeroidinellopsis seminulina Ma; Berggren et al., Ujiié Sphaeroidinellopsis spp. T. tosaensis T. tosaensis Spaeroidinellopsis PL Globoquadrina altispira Ma; Berggren et al., Ujiié PL.Table. 1.List of planktonic foraminifera.Abundances of each species are represented as percentages in an assemblage.N Berggren et al. PL PL Ma; Berggren et al., Globorotalia pseudomiocenica PL Ujiié PL PL -Truncorotalia tosaensis N Globoquadrina altispira PL Truncorotalia truncatulinoides N Ujiié PL Blow N PL PL - N PL - NPL PL - Truncorotalia truncatulinoides Ujiié T .truncatulinoides Ujiié T . truncatulinoides Ujiié NT a G. altispira Globorotalia margaritae Globoturborotalita nepenthes PL PL T. tosaensis PL Globigerinoidesella fistulosa N N PL Bolli and Saunders,T A T b PL T Jb PL T. tosaensis PLMacNeilT Jb T - G. altispira PL PL - T PL Globorotalia menardii Globigerinoides ruber Globigerinoides trilobus Globigerinita glutinata Turborotalita quinqueloba Turborotalita humilis PL . Ma; Berggren et al., T. tosaensis G. altispira G. altispira T - G. altispira N T. trucatulinoides PL - PL -N T. truncatulinoides Truncorotalia truncatulinoides Jian et al., Globorotalia menardii Bolli and Saunders,T T. tosaensis N T. truncatulinoides.Fig. 3.Definitions of planktonic foraminiferal zones.PL- Globorotalia menardii.Fig. 4.Lithologic column of the Tobaru area, southern Miyagijima, and the southern shore of Henzajima withoccurrences of index and environmentally significant planktonic foraminifera.Noda Noda T. tosaensis PL PL NodaH C- H C- H S T. humilis G. glutinata PL - T. truncatulinoides Blow N Globorotalia menardii Gephyrocapsa Large . Ma H C- H C- Pulleniatina . MaB BM , M , M , M G. altispira T. tosaensis G. margaritae PL M M G. ruber T. humilis T. quinqueloba M PL M M M PLM , M G. altispira T. tosaensis T. tosaensis PL PL M cf. Truncorotalia cf. T. tosaensis PL M M G. ruber Pulleniatina obliquiloculata M PL , PLM , M , M , M G. glutinata, T. quinqueloba, T. humilis PL -K K Sfm K tf G. altispira T.tosaensis PL K Cs G. menardiiI I I m, I t, I - G. altispira T. tosaensis PL I -PL A B.Fig. 5.Stratigraphic correlation of the Tobaru area of Miyagijima with other sections.Globorotalia menardii Globigerinoides ruber Globigerinita glutinata Turborotalita quinqueloba Bé, PL PL G. ruber, Globigerinoides trilobus, G. menardii PL - G. glutinata T. quinqueloba Turborotalita humilis Turborotalita quinqueloba Bé, Sautter and Sancetta, ; Park and Shin, Takemoto and Oda, PL - Pulleniatina obliquiloculata Li et al., ; Ujiié and Ujiié, T. quinqueloba Neogloboquadrina incompta Neogloboquadrina pachyderma Globigerina bulloides Bradshow, ; Thompson,.Fig. .Schematic relationship of formations..Fig. 6.Geologic map representing the geographic distributions of planktonic foraminiferal zones.PL PL - NPL PL - PL - Turborotalita quinqueloba Globigerinita glutinata PL -PLSEM SEMBé, A. W. H. ( ) An ecological, zoogeographic and taxonomic review of Recent planktonic foraminifera.In Ramsay, A. T. S.(ed.), Oceanic Micropaleontology, - .Academic Press. Berggren, W. A., Kent, D. V., Swisher, C. C., III and Aubry, M.-P.( ),A revised Cenozoic geochronology and chronostratigraphy.In Berggren, W. A., Kent, D. V., Aubry, M.-P. and Hardenbol, J.(eds.), Geochronology, Time Scales and Global Stratigraphic Correlation,SEPM Spec. Publ., 54, - .Bolli, H. M. and Saunders, J. B. ( ),Oligocene to Holocene low latitude planktic foraminifera.In Bolli, H. M., Saunders, J. B. and Perch-Nielsen, K. (eds.), Plankton Stratigraphy, - .Cambridge Univ. Press.Blow, W. H. ( ), Late Middle Eocene to Recent planktonic foraminiferal biostratigraphy. In Brönnimann, P. and Renz, H.H. (eds.), Proceedings of the First International Conference onPlanktonic Microfossils, E. J. Brill, Leiden, 1, - . Bradshow, J. S. ( ), Ecology of living planktonic foraminifera in the North and equatorial Pacific Ocean. Contri. Cushman Found.Foram.Res., 10, - .Cande, S. C. and Kent, D. V. ( ), Revised calibration of the geomagnetic polarity time scale for the Late Cretaceous and Cenozoic. Jour. Geophys. Res., 100, -Hanzawa, S. ( ), Topography and Geology of the Riukiu Islands.Sci. Rep. Tohoku Univ. nd Ser. (Geol.), 17, - .1 - .Jian, Z., Li, B., Huang, B. and Wang, J. ( ), Globorotalia truncatulinoides as indicator of upper ocean thermal structure during the Quaternary: evidence from the Southern China Sea and Okinawa Trough. Palaeogeogr. Palaeoclimatol. Palaeoecol., 162, - .IIIB- -Li B., Jian Z. and Wang P. ( ), Pulleniatina obliquiloculata as a paleoceanographic indicator in the southern Okinawa Trough during the last , years. Marine Micropal., 32, - . MacNeil, F. S. ( ), Tertiary and Quaternary Gastropoda of Okinawa. U. S. Geol. Surv. Prof. Pap., 339, - .32 - .5 - .no.-Nakamori, T. ( ), Community structures of Recent and Pleistocene hermatypic corals in the Ryukyu Islands, Japan.Tohoku Univ. Sci. Rep., nd Ser. (Geol.), 56, - .Natori, H. ( ), Planktonic foraminiferal biostratigraphy and datum planes in the Late Cenozoic sedimentary sequence in Okinawa-jima, Japan. In Takayanagi, Y. and Saito, T. (eds.), Progress in micropaleontology, - .2 - .Noda, H. ( ), Molluscan fossils from the Ryukyu Islands, Southwestern Japan, Part . Gastropoda and Pelecypoda from the Shinzato Formation in the middle part of Okinawa-jima. Sci.Rep. Inst. Geosci., Tsukuba Univ., Sec. B, 9, - .108 - .Park, B. K. and Shin, J. C. ( ), Seasonal distribution of planktonic foraminifers in the East Sea (Sea of Japan), a large marginal sea of the northwest Pacific. Jour. Foram. Res.,28, - .(64 -Sautter, L. R. and Sancetta, C. ( ), Seasonal associations of phytoplankton and planktonic foraminifera in an upwelling region and their contribution to the seafloor. Marine Micropal., 18, - .Takemoto, A. and Oda, M. ( ), New planktonic foraminiferal transfer functions for the Kuroshio-Oyashio Current region off Japan. Paleo. Res.,1, - .Tanaka, Y. and Ujiié, H. ( ), A standard late Cenozoic micro-biostratigraphy in southern Okinawa-jima, Japan, Part .Calcareous Nannoplankton zones and their correlation to the Planktonic foraminiferal zones. Bull. Natn. Sci. Mus., ser. C, 10, - .Thompson, P. R. ( ), Planktonic foraminifera in the western North Pacific during the Past , years: Comparison of modern and fossil assemblages. Palaeogeogr., Palaeoclimatol., Palaeoecol., 35, - .Ujiié, H. ( ), A standard late Cenozoic microbiostratigraphy in southern Okinawa-jima, Japan. Part . Details on the occurrence of planktonic foraminifera with some taxonomic annotations.Bull. Natn. Sci. Mus., ser. C, 11, - ..Ujiié, H. and Ujiié, Y. ( ), Late Quaternary course changes of the Kuroshio Current in the Ryukyu Arc region, northwestern Pacific Ocean. Marine Micropaleontology, 37, - .Ujiié, Y. and Ujiié, H. ( ), Distribution and oceanographic relationships of modern planktonic foraminifera in the Ryukyu Arc region, northwest Pacific Ocean. Jour. Foram. Res., 30, - .Bolliella calida(Parker)(Pl. , fig. )Globigerina calida Parker, .Candeina nitida d Orbigny(Pl. , fig. )Clavatorella sp. 1(Pl. , fig. )Globigerina bulloides d Orbigny, (Pl. Pl. , fig. ). Globigerina falconensis Blow, (Pl. , fig. ).Globigerina foliata Bolli, (Pl. , fig. ).Globigerina cf. G. uvula(Ehrenberg)Compared with Pylodexia uvula Ehrenberg, .Globigerinella siphonifera(d Orbigny)(Pl. , fig. )Globigerina siphonifera d Orbigny, .Globigerinita glutinata(Egger)(Pl. Pl. , fig. )Globigerina glutinata Egger, .Globigerinoides conglobatus(Brady)(Pl. , fig. )Globigerina conglobata Brady, .Globigerinoidesella fistulosa(Schubert)(Pl. , fig. )Globigerina fistulosa Schubert, .Globigerinoides obliquus Bolli, (Pl. , fig. ). Globigerinoides pyramidalis(van den Broeck)(Pl. , fig. )Globigerina bulloides d Orbigny var. rubra d Orbigny subvar. pyramidalis van den Broeck, .Globigerinoides ruber(d Orbigny)(Pl. , fig. )Globigerina rubra d Orbigny, .Globigerinoides sacculifer(Brady)(Pl. , fig. )Globigerina sacculifera Brady, .Globigerinoides trilobus(Reuss)(Pl. , fig. )Globigerina triloba Reuss, .Globoquadrina altispira(Cushman and Jarvis)(Pl. , fig. )Globigerina altispira Cushman and Jarvis, .Globorotalia menardii(Parker, Jones and Brady)(Pl. , fig. ) Rotalia menardii Parker, Jones and Brady, .Globorotalia tumida(Brady)(Pl. , fig. )Pulvinulina menardii(d Orbigny) var. tumida Brady, . Globorotalia scitula(Brady)(Pl. , fig. )Pulvinulina scitula Brady, .G loboturborotalita decoraperta(Takayanagi and Saito) (Pl. , fig. )Globigerina decoraperta Takayanagi and Saito, . Globoturborotalita rubescens(Hofker)(Pl. , fig. )Globigerina rubescens Hofker, .Neogloboquadrina acostaensis(Blow)(Pl. , fig. )Globorotalia acostaensis Blow, .Neogloboquadrina humerosa humerosa(Takayanagi and Saito) (Pl. , fig. )Globorotalia humerosa Takayanagi and Saito, . Neogloboquadrina humerosa praehumerosa(Natori)(Pl. , fig. ) Globorotalia humerosa praehumerosa Natori, . Neogloboquadrina incompta(Cifelli)(Pl. , figs. , )Globigerina incompta Cifelli, .Neogloboquadrina pachyderma(Ehrenberg)Aristerospira pachyderma Ehrenberg, .Orbulina universa d Orbigny, (Pl. , fig. ).Orbulina suturalis Brönnimann, (Pl. , fig. ).Pulleniatina obliquiloculata(Parker and Jones)(Pl. , fig. ) Pullenia sphaeroides(d Orbigny) var. obliquiloculata Parker and Jones, .Pulleniatina okinawaensis Natori, (Pl. , fig. ). Sphaeroidinella dehiscens(Parker and Jones)(Pl. , fig, )Sphaeroidina bulloides d Orbigny var. dehiscens Parker and Jones, .Truncorotalia bononiensis(Pondi)(Pl. , fig. )Globorotalia bononiensis Pondi, .Truncorotalia crassaformis(Galloway and Wissler)(Pl. , fig. ) Globigerina crassaformis Galloway and Wissler, . Truncorotalia tosaensis(Takayanagi and Saito)(Pl. , fig. )Globorotalia tosaensis Takayanagi and Saito, .Truncorotalia truncatulioides(d Orbigny)(Pl. , fig. )Rotalina truncatulinoides d Orbigny, .Truncorotalia viola(Blow)(Pl. , fig. )Globorotalia(Globorotalia) crassula viola Blow, . Turborotalita humilis(Brady)(Pl. , fig, )Truncatulina humilis Brady, .Turborotalita quinqueloba(Natland)(Pl. , fig. )Globigerina quinqueloba Natland, .Turborotalita cf. T. pseudopumillio(Brönnimann and Resig) (Pl. , fig. )Compared with Globorotalia(Turborotalia) pseudopumilio Brönnimann and Resig, .Plates -A BA B A m B mPlate 1Channel structure observed in the southern part of Miyagijima (A) and the boundary of the Yonabaru-Shinzato and Chinen Formations in southern Henzajima (B).Arrows in photograph A indicate the base of the channel structure. Arrow in photograph B indicates the base of Chinen Formation, which clearly shows angular unconformity. Height of the outcrop in photograph A is approximately m. Length of the pickstick in the center of photograph B is approximately m.Plate 1Plate 2Planktonic foraminifera from the Shimajiri Group.For all figures, a: umbilical view; b: peripheral view; c: dorsal view; except b: dorsal view. Scale bars = . mm.. Globorotalia menardii(Parker, Jones and Brady). Sample M .. Globorotalia tumida(Brady). Sample T NS.. Globorotalia scitula(Brady). Sample T NS.. Neogloboquadrina acostaensis(Blow). Sample T NS.. Neogloboquadrina humerosa humerosa(Takayanagi and Saito). Sample T b.. Neogloboquadrina humerosa praehumerosa(Natori). Sample M ., . Neogloboquadrina incompta(Cifelli). Samples of fig. , T NS, fig. , T - .Plate 2Plate 3Planktonic foraminifera from the Shimajiri Group and Chinen Formation. For all figures, a: umbilical view; b: peripheral view; c: dorsal view.Scale bars = . mm.. Truncorotalia bononiensis(Pondi). Sample T .. Truncorotalia crassaformis(Galloway and Wissler). Sample T NS.. Truncorotalia tosaensis(Takayanagi and Saito). Sample M .. Truncorotalia truncatulioides(d Orbigny). Sample H C- .. Truncorotalia viola(Blow).Sample T Yfm.. Turborotalita quinqueloba(Natland).Sample M .. Turborotalita humilis(Brady).Sample M .. Turborotalita cf. T. pseudopumillio(Brönnimann and Resig). Sample K Tf. . Clavatorella sp. . Sample M .Plate 3Plate 4Planktonic foraminifera from the Shimajiri Group.For all figures, a: umbilical view; b: peripheral view; c: dorsal view; except a: apertural view, c: side view. Scale bars = . mm.. Pulleniatina obliquiloculata(Parker and Jones). Sample T NS.. Pulleniatina okinawaensis Natori. Sample T NS.. Globigerinita glutinata(Egger).Sample T NS.. Candeina nitida d Orbigny.Sample M .. Globoquadrina altispira(Cushman and Jarvis). Sample T NS.. Bolliella calida(Parker). Sample I m.. Globigerinella siphonifera(d Orbigny). Sample T b.Plate 5Planktonic foraminifera from the Shimajiri Group.For all figures, a: umbilical view; b: peripheral view; c: dorsal view. Scale bars = . mm.. Globigerina bulloides d Orbigny.Sample M .. Globigerina falconensis Blow.Sample M .. Globigerina foliata Bolli.Sample T - .. Globigerinoides conglobatus(Brady). Sample T - .. Globigerinoides obliquus Bolli. Sample T a.. Globigerinoides pyramidalis(van den Broeck). Sample T .. Globigerinoides ruber(d Orbigny). Sample M .. Globigerinoides sacculifer(Brady). Specimen with sac. Sample T b.Plate 6Planktonic foraminifera from the Shimajiri Group.For all figures, a: umbilical view; b: peripheral view; c: dorsal view; except a: side view, b: dorsal view, : direction unknown. Scale bars = . mm.. Globigerinoides sacculifer(Brady).Sepcimen without sac. SampleT - .. Globigerinoides trilobus(Reuss). Sample T NS.. Globigerinoidesella fistulosa(Schubert).Sample T .. Globoturborotalita decoraperta(Takayanagi and Saito). Sample M .. Globoturborotalita rubescens(Hofker). Sample T - .. Sphaeroidinella dehiscens(Parker and Jones). Sample T NS.. Orbulina suturalis Brönnimann. Sample T NS.. Orbulina universa d Orbigny. Sample T NS.。
面神经功能评定方法
面神经功能评定方法舒湘宁;马跃文【摘要】面神经功能评定在特发性面神经麻痹诊疗过程中有至关重要的作用,是评估预后的主要工具。
基于易掌握、易推广、成本低等因素,主观评估系统是目前使用最广泛的方法。
客观评估系统在指标量化、可重复性、评价者间一致性等方面具有明显的优势,即使受限于技术、成本等因素,也会成为未来应用的主流,具有广阔的开发前景。
本文回顾不同时期和类型的面神经功能评估系统在面神经功能评定中的临床应用,对现有各种面神经功能评价方法进行总结,为科学、合理地在特发性面神经麻痹疾病中制定、筛选和应用面神经功能评价系统提供参考与借鉴。
%Facial nerve grading system (FNG) plays a crucial role in the diagnosis and treatment of idiopathic facial paralysis, and also serves as a primary tool for prognosis. Subjective grading systems are currently the most widely used methods due to their easy accessibility, popularization and low costs. Objective grading systems, which have obvious advantages in terms of index quantization, repeatability and consistency between evaluators, will become the mainstream in future application and possess development prospect despite their limitation of technology and cost. This article reviewd the clinical application of different types of FNGs in facial nerve grading among different peri-ods, and made a summarization of currently-existing facial nerve grading methods. It may provide a scientific and reasonable reference to the constitution, filter and application of facial nerve grading systems in treating idiopathic facial paralysis.【期刊名称】《中国康复理论与实践》【年(卷),期】2015(000)008【总页数】5页(P924-928)【关键词】面神经功能;面神经麻痹;评价;综述【作者】舒湘宁;马跃文【作者单位】中国医科大学附属第一医院康复科,辽宁沈阳市110001;中国医科大学附属第一医院康复科,辽宁沈阳市110001【正文语种】中文【中图分类】R745.1[本文著录格式] 舒湘宁,马跃文.面神经功能评定方法[J].中国康复理论与实践,2015,21(8):924-928.CITED AS:Shu XN,Ma YW.Approaches of facial nerve functionevaluation(review)[J].Zhongguo Kangfu Lilun Yu Shijian,2015, 21(8):924-928.目前,临床上对面神经麻痹的病情程度、治疗效果和预后的评判尚无统一方法及标准。
- 1、下载文档前请自行甄别文档内容的完整性,平台不提供额外的编辑、内容补充、找答案等附加服务。
- 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
- 3、如文档侵犯您的权益,请联系客服反馈,我们会尽快为您处理(人工客服工作时间:9:00-18:30)。
reflection high-energy electron diffraction (RHEED) directly shows the existence of periodically arranged steps with spacings and heights on a nanometer scale. Generally we observe the breaking up of nonsingular surfaces into singular surface configurations, whereas the singular surfaces transform into vicinal planes. In Fig. 1 the investigated planes are marked on the unit stereographic triangle. The arrows indicate the observed transformation of these planes into surface configurations correspes on the stereographic triangle. In order to give an idea of the geometrical situation, a cross section of the host GaAs crystal viewed along the [011] direction is shown in Fig. 2 where the surface configurations corresponding to the (100), (011), (1 ll), (211), and (311) planes can be seen in [011] projection. The resulting surface structures are found to be composed of multiples of units having these surface configurations [in the following referred to as the number of (hkl) surface configurations] and to be stabilized by the (2 X 2) surface reconstruction of the singular (111}plane.
4736
46
1992
The American Physical Society
TOPOGRAPHY OF HIGH- AND LOW-INDEX GaAs SURFACES
4737
[111] [211] [311]
~[111]
[0
[211]
— [233]
~ Ga
beam from a RIBER CER-1050 electron gun at 1' glancing angle incidence. The measurement system consisted of video camera, video recorder, and image processing system. Photoluminescence (PL) and photoluminescence excitation (PLE) measurements were performed with the samples mounted in an optical He-flow cryostat. Light from a broadband 600-W halogen lamp dispersed by a 0.5-m double-grating monochromator served as an excitation source. The luminescence was analyzed by a 1-rn single-grating monochromator and detected by a cooled GaAs photomultiplier operating in the photon-counting mode.
We have investigated the surface structure of the nonsingular (331), (311), (211), and (210) GaAs surfaces and of the singular (110) and (111) GaAs surfaces during molecular-beam epitaxy. Reflection high-energy electron diffraction directly reveals the formation of periodically arranged macrosteps with spacings and heights in the nanometer range. Nonsingular planes break up into singular surface configurations, whereas the singular surfaces transform into vicinal planes. Surface reconstruction plays an important role in the stabilization of terrace and step widths. The surface structures give rise to lateral confinement effects, which drastically changes the electronic properties of GaAs/AlAs multilayer structures.
PHYSICAL REVIEW B
VOLUME 46, NUMBER 8
15 AUGUST 1992-II
Topography of high- and low-index GaAs surfaces
R. Notzel, L. Daweritz, and K. Ploog Max Pla-nck Ins-titut fu rF'estkorperforschung, D 70-00 Stuttgart 80, Federal Republic of Germany (Received 26 December 1991; revised manuscript received 18 May 1992)
[533] [211]
221
—
I
~ y[331]
&k
II[5511
JE
[100]
[510]
[210] [320]
[110]
FIG. 1. Unit stereographic triangle. The investigated planes are marked. The arrows indicate the observed transformation of the planes.
The atomic arrangement of solid surfaces on the microscopic scale is an important scientific problem and plays an essential role in a number of processes, including crystal growth, epitaxy, and etching. The starting point surface is the determination of the equilibrium configuration which is governed by the surface free ener' Considering the surface energy, crystal faces are gy. classified into three types: singular ones, which coincide
I.
INTRODUCTION
with planes of high symmetry (low Miller index surfaces) corresponding to local minima in surface energy, vicinal ones which lie in the vicinity of singular planes, and all other nonsingular planes. Three important groups of nonsingular surfaces are distinguished which lie on the sides of the unit stereographic triangle of the cubic crystal with the singular (100), (110), and (111) planes assigned with the corners (Fig. 1). The planes of each of these groups can be constructed from steps made up of varying proportions of surface configurations correspondTypiing to the singular planes of the adjacent corners. cal representatives possessing the general characteristics of each of these groups are the (331) plane between (110} and (111), the (311) plane between (100) and (111), and the (210) plane between (100) and (110). Simple theoretical models, taking into account only the interaction between nearest atoms, have shown that in the case of ideal This finding lattices nonsingular planes are unstable. leads to the idea that planes with high surface energy break up into faces corresponding to planes with lower surface energy forming distinct ordered surface structures on a nanometer scale which represent the equilibrium configuration. These surface structures give rise to lateral confinement effects in Ga As/A1As multilayer structures and hence provide a unique means to directly structures and quantum-dot synthesize quantum-wire during epitaxial growth. In this paper we report on surface structures observed on the nonsingular (331), (311), (211), and (210) surfaces and on the singular (110} and (111) surfaces during of molecular-beam (MBE). The analysis epitaxy