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曲线要素表

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序号幅别起点里程（O）起点X坐标 （U）起点Y坐标（V）起点方位角（G）线元长（H）起点半径 （P）终点半径（R）偏转（Q）

1K26+147.4862901649.434534756.123762.83497222157.29616501650-12K26+304.7822901727.805534892.436957.3729138920016501.00E+45-13K26+504.7822901842.336535056.356453.900444442001.00E+45110014K26+704.7822901955.183535221.390559.10915278258.0261100110015K26+962.8082902060.592535456.255572.5489722220011001.00E+4516K27+162.8082902108.886535650.261677.757666671011.3311.00E+451.00E+4507K28+174.1382902323.335536638.593477.757666672201.00E+452000-18K28+394.1382902373.912536852.670474.6064201.84420002000-19K28+595.9822902437.212537044.241768.8239666722020001.00E+45-110K28+815.9822902524.139537246.307865.672752201.00E+451060111K29+035.9822902607.739537449.690871.61853889520.36910601060112K29+556.3512902646.525537963.388199.7458472222010601.00E+45113K29+776.3512902594.409538177.0176105.69166672501.00E+45970-114K30+026.3512902537.232538420.20298.30818889788.617970970-115K30+814.9682902735.543539161.200851.726305562509701.00E+45-116K31+064.9682902906.542539343.319444.3428333336.8661.00E+451.00E+45017K31+101.83418ZK31+121.8602902932.907539369.086444.34283333356.7291.00E+451.00E+45019ZK31+478.5892903188.029539618.422244.342833332301.00E+45900120ZK31+708.5892903345.411539785.916351.66396071506.859900900121ZK32+215.4482903534.42540249.017683.931606832309001.00E+45122ZK32+445.4482903539.182540478.801491.252734212100.3961.00E+451.00E+45023ZK34+545.84424YK31+121.8602902932.907539369.086444.34283333299.4141.00E+451.00E+45025YK31+421.2742903147.039539578.361944.342833332301.00E+451000126YK31+651.2742903305.154539745.207450.93184798604.23910001000127YK32+255.5132903525.746540297.900885.552192523010001.00E+45128YK32+485.5132903525.966540527.765592.141222221954.4521.00E+451.00E+45029YK34+439.964右

线福州绕城高速RA10标曲线线元表

整

体

式

左

线序号幅别起点里程（O）起点X坐标 （U）起点Y坐标（V）起点方位角（G）线元长（H）起点半径 （P）终点半径（R）偏转（Q）福州绕城高速RA10标曲线线元表

30K0+000.0002902674.85537464.67470.5133333371.8711.00E+451.00E+450

31YK0+071.8712902698.825537532.4287051333333126.6461001001

32YK0+198.5172902664.628537645.73143.076111123.8931.00E+451.00E+450

33YK0+222.4102902645.527537660.084143.076111151.7536060-1

34YK0+274.1632902621.695537704.22593.6558333353.0741501501

35YK0+327.2372902609.108537755.5113.928611121.5631.00E+451.00E+450

K0+000.0002902674.85537464.6741.23068983371.8711.00E+451.00E+450

YK0+071.8712902698.825537532.428123068983.3126.6461001001

YK0+198.5172902664.628537645.732.4971492223.8931.00E+451.00E+450

YK0+222.4102902645.527537660.0842.4971492251.7536060-1

YK0+274.1632902621.695537704.2251.63460265553.0741501501

YK0+327.2372902609.108537755.51.98842937621.5631.00E+451.00E+450k29+245.626改道

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平曲线要素表e字母含义

平曲线要素表e字母含义

平曲线要素表e字母含义

嘿，朋友们！今天咱们要来聊聊平曲线要素表中的那个神秘“e”字母的含义。你知道吗，这可真是个有趣又重要的玩意儿！

想象一下，我们走在一条蜿蜒曲折的道路上，那道路的曲线就像是一首美妙的旋律在跳动。而平曲线要素表，就是解读这首旋律的密码本。其中的“e”字母，就像是隐藏在密码本里的一个小秘密。

大家肯定都很好奇，这个“e”到底代表着什么呢？它呀，就像是一个小精灵，在平曲线的世界里有着独特的作用呢！它可不是随随便便出现的哦。

你看，平曲线就像是我们人生的道路，有直有弯。而“e”字母就是在这些弯道中起到关键作用的那个元素。它关乎着曲线的顺畅程度，关乎着我们在这条道路上行驶的安全性和舒适性。

难道你不想知道，这个小小的“e”是如何影响着我们的出行体验吗？它是不是就像一个幕后英雄，默默工作却至关重要呢？

其实，理解“e”字母的含义就像是打开了一扇通往平曲线奥秘的大门。它能让我们更加清楚地知道道路是怎么设计的，为什么有些弯道让人感觉很自然，而有些却会让人觉得别扭。

所以啊，可别小看了这个平曲线要素表中的“e”字母哦！它真的超级重要！这就是我对“e”字母含义的理解啦，朋友们觉得呢？

平竖曲线设计计算#精选.

平竖曲线设计计算#精选.

1 / 14word. 计算说明书

一． 平曲线计算

表1-1 平面上各点的坐标

交点号 交点坐标

N E

BP 906171.600 485971.000

JD1 905712.088 485866.000

JD2 905764.377 485400.000

JD3 905246.154 485163.037

JD4 905463.000 484674.126

JD5 904937.863 484392.016

JD6 905006.394 483900.998

JD7 904701.898 482902.778

EP 904078.200 482901.996

表1-2 各路线转角、交点间距汇总表

交点号 交点（起终点）坐标 坐标增量 交点 方位角 转角

X Y Dxi DYi 间距(m) Ai(0) αi(0)

BP 906171.600 485971.000

JD1 905712.088 485866.000 -459.512 -105.000 471.356 192°52′16.6″ 72°30′7.7″

JD2 905674.377 485400.000 -37.711 -466.000 467.523 265°22′24.3″ ﹣56°24′53.5″

JD3 905246.154 485163.037 -428.223 -236.963 489.414 208°57′30.8″ 80°4′4.7″

JD4 905463.000 484674.126 216.846 -488.911 534.842 293°55′7.2″ ﹣85°40′24.5″

JD5 904937.862 484392.016 -525.138 -282.110 596.117 208°14′42.7″ 69°42′1.2″

曲线要素统计表及控制点统计

曲线要素统计表及控制点统计

CPI003-13800759.024468878.9104634.2126CP0 3811404.367467277.3188633.4756CPI003-33801259.385470900.5144652.166CPI0383801051.139476927.9026590.1499CPI004-33801495.703469430.1865673.3314CPI0393801312.557473657.6876595.492CPI004-23802349.346471034.9636620.7972CPI002-13800493.518473543.5594679.9689CPI008-13800744.627467171.8979642.2454CPI005-13800909.643465908.4507700.963CPI007-63801173.423462951.8547721.6438CPI006-23801628.534466313.8533654.0411CPI007-43801207.217465094.6577764.1316CPI007-53801824.016464217.1928631.1206CPI0083802640.092463455.1528638.612CPI007-13801830.686463190.8284658.2688CPI0123802968.609455150.3729939.8987CPI0093802518.348461049.0286703.8821CPI0103803125.423460849.1254644.326CPI0113802389.878456137.6336828.7396CPI0133802726.753449664.9555771.9273CPI0143802001.095449862.7144835.0587XBCPI383801051.139476927.90260CPI0023800496.451473561.76480CPI001=XBCPI033801312.554473657.68880CPII0043801162.978472672.65180CPII0053801162.555471700.14360CPI003-23801288.389470906.26080CPI004-23802349.352471034.97660CPII0063800929.771469949.6930CPI004-13801509.878469425.43410CPII0073800948.661469251.8170CPI003-13800759.025468878.91340CPII0083800922.245467527.79830CPII0103801067.44466576.78280CPI006-13801627.966466314.20780CPI005-13800909.656465908.45160CPI007-43801207.217465094.66180CPI007-33801797.15464244.79180CPI0083802640.092463455.15280CPI007-13801830.687463190.8320CPI007-23801179.649462940.90590CPI0093802518.345461049.02920CPI0103803125.422460849.12910CPI0113802389.874456137.63420CPI0123802968.609455150.36810CPI0133802001.089449862.70960CPI0143802726.753449664.95550CPI0163803031.602444496.04580444496.0458,3803031.6016CPI0153802203.967444177.81230444177.8123,3802203.9674CPI0173803112.777441608.6030441608.603,3803112.7767CPI0183804127.462441535.91270441535.9127,3804127.4616CPI0203805112.126436080.12820436080.1282,3805112.1263CPI0193803656.367435252.43780435252.4378,3803656.3671,,3802166.319497856.2454497856.2454,3802166.31943802995.764498169.7152498169.7152,3802995.76423803060.35495281.8715495281.8715,3803060.34963804074.592495203.3531495203.3531,3804074.5923

直曲表

直曲表

普洱市思茅区背阴山水库进场路曲 线 间直 线 长半 径切 线 长缓和曲线长曲线总长外 距第一缓和曲线第一缓和曲线终点第二缓和曲线起点第二缓和曲线T1（m)L1（m)起 点或圆曲线起点或圆曲线终点终 点T2（m）L2（m）ZHHY(ZY）QZYH(YZ）HZ接上页

复核：编制：（m）（° ′ ″）交 点 转 角直 线 、 曲 线 及 转 角 表曲 线 要 素 表 （m）交 点 桩 号交点号R（m）Lh（m）E（m）曲 线 主 点 桩 号备 注第 5 页 共 5 页

JD68K4+059.807141.38716.090291JD69K4+020.30642.40801820.72082交点间距（m）圆曲线中点83°04′23.1″(Z)15.0013.2921.755.04K4+189.547K4+017.893K4+028.767K4+007.01836.86K4+217.94120.008.4015.901.69K4+090.91556.7915.8345°33′40.3″(Y)K4+057.440K4+049.48892°57′56.7″(Z)27°33′39″(Z)30.007.3635.000.89K4+083.69914.43K4+065.392K4+246.336K4+098.130136.3788699.51862834.06494818.307857135.6343591.416288JD71K4+057.887JD70K4+091.057JD73K4+345.855JD72K4+226.407