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Excel表格制作标高计算程序新建一个Excel文件，把Sheet1表重命名为“竖曲线”，把Sheet2表重命名为“设计标高”。
（1）在竖曲线表中的A1-E1（合并）单元格输入线路名称，在A2-E2单元格中分别输入“变坡点编号”、“变坡点里程”、“变坡点标高”、“曲线半径”和“切线长”,从第三行开始输入对应数据，（2）打开VB编辑器（Alt+F11），双击工程资源管理器中“设计标高”表图标，复制以下程序到界面上，保存后返回Excel窗口，在“设计标高”表中的第一列，从第二行开始输入要计算的里程桩号，完成后，在任一单元格中双击单元格，即可看见输入结果（在第二列），本程序默认遇到桩号列空单元格时不再向下计算。
Dim K As DoubleDim H As DoubleDim P1 As Double, P2 As Double, P3 As DoubleDim H1 As Double, H2 As DoubleDim R1 As Double, R2 As DoubleDim T1 As Double, T2 As DoubleDim D1 As Double, D2 As DoubleDim G1 As Long, G2 As LongPrivate Sub Worksheet_BeforeDoubleClick(ByVal Target As Range, Cancel As Boolean) On Error Resume NextDim i As LongDim hang As LongDim celln = 0For Each cell In Sheets("竖曲线").Range("a3:a65536")If cell.Value <> "" Thenn = n + 1ElseExit ForEnd IfNexti = 2flag:P2 = 0P3 = 0hang = 3If Sheets("设计标高").Cells(i, 1) <> "" ThenK = Val(Cells(i, 1))canshu:P1 = P2D1 = Val(Sheets("竖曲线").Cells(hang + 1, 2))D2 = Val(Sheets("竖曲线").Cells(hang + 2, 2))H1 = Val(Sheets("竖曲线").Cells(hang + 1, 3))H2 = Val(Sheets("竖曲线").Cells(hang + 2, 3))P3 = (H2 - H1) / (D2 - D1)D1 = Val(Sheets("竖曲线").Cells(hang, 2))D2 = Val(Sheets("竖曲线").Cells(hang + 1, 2))H1 = Val(Sheets("竖曲线").Cells(hang, 3))H2 = Val(Sheets("竖曲线").Cells(hang + 1, 3))R1 = Val(Sheets("竖曲线").Cells(hang, 4))R2 = Val(Sheets("竖曲线").Cells(hang + 1, 4))T1 = Val(Sheets("竖曲线").Cells(hang, 5))T2 = Val(Sheets("竖曲线").Cells(hang + 1, 5))P2 = (H2 - H1) / (D2 - D1)If K < D1 Then Sheets("设计标高").Cells(i, 3) = "超出": i = i + 1: GoTo flag If K > D2 And hang < n + 3 Thenhang = hang + 1GoTo canshuElseCall biaogaoSheets("设计标高").Cells(i, 2) = Round(H, 3)End IfElseEndEnd Ifi = i + 1GoTo flagEnd SubFunction biaogao() As DoubleOn Error Resume NextG1 = -1If P2 - P1 > 0 Then G1 = 1G2 = -1If P3 - P2 > 0 Then G2 = 1H = 0If K < D1 + T1 ThenH = H1 + (K - D1) * P2 + G1 * (D1 + T1 - K) ^ 2 / (2 * R1)ElseIf K <= D2 - T2 ThenH = H1 + (K - D1) * P2ElseIf R2 <> 0 ThenH = H2 - (D2 - K) * P2 + G2 * (K - (D2 - T2)) ^ 2 / (2 * R2)ElseH = H2 - (D2 - K) * P2End IfEnd IfEnd Function本程序只计算单一线路的中桩标高，若想把多个线路的参数放在同一个表中时，只需对以上程序稍加改动即可。
本程序是本人花了大量的时间编成的，为了表示对劳动成果的尊重，请你付点小费，你不会忠 QQ：337699117 邮箱：337699117@ 开户行： 中国工商银行 卡号：622202240300户名：徐明忠 付费100元整 付完费请将你的邮箱地址发到我的邮箱中，我会在一天内将密码发。
谢谢合作！！！！！！欢迎你使用！请加我的QQ：欢迎使用！！W S K E Z2M1102.8469986-1-20666.3715611774.126685.24241819611859.3691-0.967755757 -1-508.767064.407880485.2423248501-1005.7910112.310203864.40798160 #DIV/0!#DIV/0!#DIV/0!187.8999832#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!W S K E Z2M1102.8469986#VALUE!-185.24241819-1-449.394092064.407880485.24232485#VALUE!1-946.4180920112.310203864.4079816#VALUE! #DIV/0!#DIV/0!#DIV/0!187.8999832#DIV/0!0#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!W S K E Z2M 1102.8469986#VALUE!-17.022*******.022********.2424181995.824498140 -1-608.224207064.407880485.242324851-1105.248210112.310203864.4079816#DIV/0!#DIV/0!#DIV/0!187.8999832#DIV/0!#VALUE! #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#VALUE! #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!W S K E Z2M 1102.8469986-1 6.854980654 6.85498065485.2424181995.99188198#VALUE!-1-609.684907064.407880485.24232485#VALUE!1-1106.708910112.310203864.4079816#VALUE! #DIV/0!#DIV/0!#DIV/0!187.8999832#DIV/0!#VALUE! #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#VALUE! #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!W S K E Z2M 1102.8469986#VALUE!-1 6.853322838 6.853********.2424181995.9935398#VALUE!-1-609.699374064.407880485.242324851-1106.723370112.310203864.4079816#VALUE! #DIV/0!#DIV/0!#DIV/0!187.8999832#DIV/0!#VALUE! #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!TFSGC 0.005RAbs(I-J)H+0.01(Z-L)J+(I-336.508454840.034877340.256261995.7338.164336.5084548127.55338.177337.672133100转换前原坐标方位角转换后坐标方位角角度差值85.23921306085.2392130685°14′21.17″0°0′0″X0###########0.000YO500895.0010.000X1###########10.000M 3615414.145方位Y1500899.9840.000N 500895.001方度、点号需转换R 需转换V转换后X 转换后Y 13615406.172500895.665-1.6599E-058.0006015423615363.903500259.347-637.630803-2.687969657EX 施工坐标与大地坐标转换EXCEL表格成果输出33615472.936500379.368-508.974604-101.3835522 43615398.423500706.101-189.553136-0.010154291 53615447.634501297.377403.76720770.022069493 63615645.854501711.242832.6557627-163.1649827 700-799231.1483561368.391 800-799231.1483561368.391 900-799231.1483561368.391 1000-799231.1483561368.391）你不会介意吧！ 创作人：徐明银行 卡号：622202************* 开中，我会在一天内将密码发到你的邮箱中159.42635.1644425P 4.951433D S4.951411755.100556#VALUE!#VALUE!#VALUE! -17.6044410678.96159.37290880.969372 -20.834441.4877592-99.45819-13.75678 47.9022221.1241313-88.06205-48.231280#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!59.37290880.969372P D S55.100556#VALUE!#VALUE!#VALUE! -17.60444#VALUE!#VALUE!#VALUE! -20.834441.4877592-158.8301-13.77461 47.9022221.1241313-143.5455-69.36460#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!-158.8301-13.77461P D S 55.100556#VALUE!#VALUE!#VALUE! -17.60444 1.672453-1.4607-4.953567 -20.834441.4877592-0.526157-5.13757 47.9022221.1241313 1.3355128-4.9887750#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!-1.4607-4.953567P D S 55.100556#VALUE!#VALUE!#VALUE! -17.604441.6753744-0.014467-4.951412 -20.834441.48775920.9093064-4.867222 47.9022221.1241313 2.5809607-4.2255570#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!-0.014467-4.951412P D S 55.100556#VALUE!#VALUE!#VALUE! -17.604441.6754033-0.000143-4.951412 -20.834441.48775920.9235197-4.864523 47.9022221.1241313 2.5932848-4.217980#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!-0.000143-4.951412ZP YP FZP FYP k-0.01068 -44-3.990326 3.9709786#DIV/0!-2-2-2-2#DIV/0!-2-2-2-2#VALUE!#DIV/0!#DIV/0!#DIV/0!#DIV/0!000-44-3.990326 3.9709786EXCEL表格计算方位角距离转换后坐标方位角转换前原坐标方位角0.415104.983012.007228910象限角 1.487704920方位角弧度表示 1.487704920方位角度表示85.239213060度、分、秒表示85°14′21.17″0°0′0″距离 5.00010.000一哟！！10678.960551.487759231D J#VALUE!#VALUE! 10678.96055-10680.47694 1.487759231-3.00414753 1.124131343-2.640519642#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!D#VALUE!#VALUE!#VALUE!#VALUE! 1.487759231-3.055083655 1.124131343-2.691455768#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!D#VALUE!#VALUE! 1.672452997-1.857547771 1.487759231-1.672854005 1.124131343-1.309226118#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!D#VALUE!#VALUE! 1.675374396-1.573718146 1.487759231-1.38610298 1.124131343-1.022475093#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!D#VALUE!#VALUE! 1.67540333-1.570825261 1.487759231-1.383181162 1.124131343-1.019553274#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!zp2YP2K FXPD Wz4.25337.99373084.25-17.361634.25-20.500364.2547.540844.25#DIV/0!4.25#DIV/0!4.25#DIV/0!4.25#DIV/0!4.25-20.50036HZWy z y TZ TY 338.3337308 5.753134604 5.5831346045.753134604 5.5831346045.7531346040.802#VALUE!。
Excel工程测量编程方法图解本教程结合图片，简洁易懂，特别适合测量人员，或者Excel爱好者、工程设计者、工程技术人员学习。
作者：本科学历，修工程专业，Excel运用级别—上级，编程爱好度—炽热。
如果您对Excel编程感兴趣，您一定了解CASIO4500,4800,4800P，5800。
然而可叹的是，一代一代更新，容量却没有突出的改进，编程语言也是字母或者数字类。
智能手机的崛起，掀起测设业的新潮流。
她的大容量，她的完美的Excel功能，使我们的渴望已久的梦想得以实现。
您从此不用面对繁杂的字母数字标志，不用担心忘了某个标志是说什么意思，您只需在电脑上把程序编好，然后拷入手机，只差您在现场潇潇洒洒的指点屏幕了。
这时你才会感叹：测量啊，1加1是那么的简单，傻瓜都会！所以学好Excel编程，淋漓尽致发挥其应用平台，才是我们的初衷。
所以熟练掌握Excel编程，是您顺利工作轻松完成任务的得力助手。
如果你读完本教程，你很可能马上设计出，计算精确、功能强大的程序。
进而掌握兼容断链、长链、直线、圆曲线、缓和曲线、回旋曲线、竖曲线；包括中边桩坐标正算，坐标反算，中桩高程计算，边桩高程计算，以及强大的逐桩坐标计算，还有独具特色的隧道掌子面HDR放样法等等的编程技巧。
除了电脑版，您还可以对界面略作改变，称为手机版，要仔细调整单元格幅度，使其刚好适合手机屏幕，并且字迹清晰，便于输入，界面一目了然。
当然输入参数提示语您也可以DIY。
一、电脑版Excel工程测量编程方法：首先，根据Excel内置函数，设计正算反算等的工作表，不要另建工作薄，在同一个工作薄内多建立工作表，如果一个不够，就新建第二个第三个。
，因为Excel各个工作表之间可以互相嵌套，因此不用担心你一条1000公里的铁路段，哎呀Excel表不够用，这点是不必要的担心。
然后，用心调整界面，尤其是计算面板，她直接面向你，供你输入数据，因此应调整好单元格大小字体颜色，以及注释说明，做到美观大方，使用性强。
用EXCEL进行中桩坐标、高程计算（铜汤高速第一合同段）测量计算、平差软件种类繁多，但无论什么软件都不能包罗万象，无法满足众多数据处理的需要，即使某种计算软件的功能非常齐全，但此类软件一般都是针对性开发的，而像小件坐标计算，例如承台坐标，则显得非常烦琐。
本文结合本项目介绍了应用EXCEL进行测量计算的方法和思路，并提供了一些常用的计算公式。
1、 EXCEL基本计算方法打开EXCEL后显示的表格，将相关数据依次输入到相应的表格上中。
当原始数据输入完毕后，再在需要显示结果的相应单元格内输入计算公式，EXCEL则会按照公式自动计算出结果，下面以两点坐标计算距离为例，简单说明下：第一步：在相应位置输入表头、序号、坐标后，图示1所示。
第二步在显示距离格内输入计算公式=SQRT((B4-D4)^2+(C4-E4)^2)并按回车，距离的结算结果就显示出来。
2、在测量计算中，最常见的是三角函数的处理。
EXCEL中备用的三角函数很齐全，但计算中是以弧度为单位来处理的，在计算中角度（度、分、秒）需要转换成弧度后，即可进行三角函数的计算了。
3、结合本项目分别介绍了直线、圆曲线、竖曲线的计算事例铜汤高速公路第一合同段，起点里程K78+060.618,终点里程K82+825,全长4764.4米，其中包括朱家畈大桥，水桥湖一桥、二桥三座桥梁。
全线平面首尾为直线段，中间由三段圆曲线连接，（后附全线平面图），计算原始数据取自设计文件第一册《直线、曲线及转角表》(图号为S3-4);全线包括6段竖曲线，其中凹、凸曲线各3段，计算原始数据采用设计文件第一册《路线纵断面图》（图号为S3-3）。
在表格中，桩号栏中的ZJF8、SQA7、SQB6分别代表朱家畈大桥8号墩中心，水桥湖一桥7号墩中心和水桥湖二桥6号墩中心。
坐标和高程的单位均为m，角度单位为弧度。
一、坐标计算方法：a、直线段：坐标增量法例如：第一段直线范围K78+060.618~K78+773.787坐标计算已知：BP点里程为K78+060.618，坐标（3412768.816，484851.623）起始方位角a＝140°45′46.1″＝2.456774421（弧度）计算直线范围内的K78+200坐标如下：在EXCEL表格中输入相应的表头和需要计算的里程后在C36格内输入公式=3412768.816+（B21-78060.618）* COS（2.456774421）在D36格内输入公式=484851.623+（B21-78060.618）* SIN（2.456774421）X=3412768.816+(78200-78060.618)×COS2.456774421＝3412660.860Y=484851.623+(78200-78060.618)×SIN2.456774421＝484939.787 图示：b、曲线段：偏角法第一段圆曲线K78+773.787～K79+524.582上坐标计算：起点（即ZY点）里程为K78+773.787，同时位于第一段直线上，可通过坐标增量法算出ZY点坐标为（3412216.442，485302.725）；始方位角a＝140°45′46.1″＝2.456774421（弧度）；曲线圆心在线路右侧，曲线半径R＝4500m。
变坡点桩号变坡点高程R i1i2T L E 416.922240.64810000-3.714%-2.895%40.95081.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084变坡点桩号变坡点高程R i1i2T L E 124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446变坡点桩号变坡点高程R i1i2T L E 55530.442663000 2.439%-2.58%75.23150.450.943变坡点桩号变坡点高程R i1i2T L E 55460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.938凹型竖------小桩号------55460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.938变坡点桩号变坡点高程R i1i2T L E55460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.500%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.93855460107.70512000 2.50%0.00%150.0003000.938-----变坡点桩号变坡点高程R i1i2T L E55530.442663000 2.500%-2.576%76.140152.280.966 55530.442663000 2.50%-2.58%76.140152.280.966 55530.442663000 2.50%-2.58%76.140152.280.966 55530.442663000 2.50%-2.58%76.140152.280.966 55530.442663000 2.50%-2.58%76.140152.280.966 55530.442663000 2.50%-2.58%76.140152.280.966 55530.442663000 2.50%-2.58%76.140152.280.966前坡竖曲线起点竖曲线终点米数待求桩号变坡点桩号y 改正前高程375.970457.870-100.970275.000416.9200.0002235.377375.970457.870-99.970276.000416.9200.5002235.414375.970457.870-98.970277.000416.9200.4902235.451375.970457.870-97.970278.000416.9200.4802235.489375.970457.870-96.970279.000416.9200.4702235.526375.970457.870-95.970280.000416.9200.4612235.563375.970457.870-94.970281.000416.9200.4512235.600375.970457.870-93.970282.000416.9200.4422235.637375.970457.870-92.970283.000416.9200.4322235.674375.970457.870-91.970284.000416.9200.4232235.711后坡竖曲线起点竖曲线终点_X待求桩号变坡点桩号y 改正前高程123986.805124218.255104.505124113.750124102.5300.3642240.879123986.805124218.25589.505124128.750124102.5300.2672240.997123986.805124218.25574.505124143.750124102.5300.1852241.115123986.805124218.25559.505124158.750124102.5300.1182241.234123986.805124218.25544.505124173.750124102.5300.0662241.352123986.805124218.25535.505124182.750124102.5300.0422241.423123986.805124218.25525.785124192.470124102.5300.0222241.500前坡竖曲线起点竖曲线终点米数_X待求桩号变坡点桩号y 改正前高程55455.21555605.665 5.47555460.69055530.4400.005264.299前坡竖曲线起点竖曲线终点米数_X待求桩号变坡点桩号y 改正前高程55310.00055610.000146.50055456.555460.0000.894107.61855310.00055610.00050210.000510055460.000#########-1151.29555310.00055610.00050200.000511055460.000#########-1151.04555310.00055610.00050196.4405113.5655460.000#########-1150.95655310.00055610.00050170.000514055460.000#########-1150.29555310.00055610.00050160.000515055460.000#########-1150.04555310.00055610.00050153.000515755460.000#########-1149.87055310.00055610.00050148.000516255460.000#########-1149.74555310.00055610.00050125.000518555460.000#########-1149.17055310.00055610.00050117.000519355460.000#########-1148.97055310.00055610.00050111.000519955460.000#########-1148.82055310.00055610.00050110.000520055460.000#########-1148.795凹型竖曲线------小桩号（前坡）凹型竖曲线------大桩号（后坡）凸型竖曲线-----前坡凸型竖曲线-----前坡55310.00055610.000128.22755438.22755460.0000.685107.16155310.00055610.000137.44155447.44155460.0000.787107.39155310.00055610.000144.70055454.70055460.0000.872107.57355310.00055610.000137.15055447.15055460.0000.784107.38455310.00055610.000129.95055439.95055460.0000.704107.20455310.00055610.000123.00055433.00055460.0000.630107.03055310.00055610.000116.40055426.40055460.0000.565106.86555310.00055610.000109.95055419.95055460.0000.504106.70455310.00055610.000103.75055413.75055460.0000.449106.54955310.00055610.00097.70055407.70055460.0000.398106.39855310.00055610.000146.50055456.50055460.0000.894107.618后坡竖曲线起点竖曲线终点米数_X待求桩号变坡点桩号y 改正前高程55310.00055610.000143.62055466.3855460.0000.859107.70555310.00055610.00051560.000405055460.000#########107.70555310.00055610.00051517.000409355460.000#########107.70555310.00055610.00051510.000410055460.000#########107.70555310.00055610.00051507.2404102.7655460.000#########107.70555310.00055610.00051502.5004107.555460.000#########107.70555310.00055610.00051499.000411155460.000#########107.70555310.00055610.00051480.000413055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051439.000417155460.000#########107.70555310.00055610.00051506.4404103.5655460.000#########107.70555310.00055610.00051503.5604106.4455460.000#########107.70555310.00055610.00051500.1374109.86355460.000#########107.70555310.00055610.00051504.2264105.77455460.000#########107.70555310.00055610.00051430.000418055460.000#########107.70555310.00055610.00051430.000418055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.705后坡竖曲线起点竖曲线终点米数_X待求桩号变坡点桩号y改正前高程凸型竖曲线-----后坡凸型竖曲线-----后坡-----直坡上55454.30055606.58055611.73055530.4400.000263.906 55454.30055606.58055606.93055530.440264.030 55454.30055606.58055611.7355530.440263.906 55454.30055606.58055626.7355530.440263.520 55454.30055606.58055641.7355530.440263.133 55454.30055606.58055653.7355530.440262.824 55454.30055606.58055665.155530.440262.531改正后高程桩号外边缘标高2235.377275.0002235.1922235.914276.0002235.7292235.941277.0002235.7562235.968278.0002235.7832235.996279.0002235.8112236.023280.0002235.8382236.051281.0002235.8662236.079282.0002235.8942236.106283.0002235.9212236.134284.0002235.949改正后高程桩号2241.243124113.7502241.0582241.264124128.7502241.0792241.300124143.7502241.1152241.352124158.7502241.1672241.418124173.7502241.2332241.465124182.7502241.2802241.522124192.4702241.33755419.95055426.400改正后高程桩号55447.150264.29455460.69055454.700155439.95055433.00055413.750改正后高程桩号106.72355456.500106.908##########5100.000#########(106194.904)50356.500 ##########5110.000#########(106152.817)50346.500 ##########5113.560#########(106137.836)50342.940 ##########5140.000#########(106026.604)50316.500 ##########5150.000#########(105984.550)50306.500 ##########5157.000#########(105955.117)50299.500 ##########5162.000#########(105934.096)50294.500 ##########5185.000#########(105837.426)50271.500 ##########5193.000#########(105803.812)##########5199.000#########(105778.605)##########5200.000#########(105774.404)106.47655438.227106.661106.371106.60455447.441106.789106.499106.70055454.700106.885106.595 1.800 106.60055447.150106.785106.4959.350 106.50055439.950106.685106.39516.550 106.40055433.000106.585106.29523.500 106.30055426.400106.485106.19530.100 106.20055419.950106.385106.09536.550 106.10055413.750106.285105.99542.750 106.00055407.700106.185105.89548.800 106.72355456.500106.908106.6180.000改正后高程桩号路面边沿高程106.84655466.380106.711##########4050.000###################4093.000###################4100.000###################4102.760###################4107.500###################4111.000###################4130.000###################4150.000###################4171.000###################4103.560###################4106.440###################4109.863###################4105.774###################4180.000###################4180.000###################4150.000###################4150.000###################4150.000###################4150.000###################4150.000###################4150.000###################4150.000#########改正后高程桩号263.90655611.730264.091 264.03055606.930264.215 263.90655611.730264.091 263.52055626.730263.705 263.13355641.730263.318 262.82455653.730263.009 262.53155665.100262.716。
桩号高程起点接A 匝道B K0+.7%AK0+741.661121.047 2.251120.8895 1.75%终点接主线B K0+274.082%K8+275.331117.95111.741117.7362鼻端B #########2%K8+208.7811117.86123.621117.4086桩号高程起点接主线C K0+.2%K0+913.1111116.50217.041116.16120.3196%鼻端C K0+34.672%K07+947.621116.63919.351116.272终点接A 匝道C K0+344.257%K0+344.251121.047 2.251121.20451.75%桩号高程起点接N 匝道B K0+.7%K01+030.8361121.545 2.251121.7025 1.8000%鼻端B #########2%K09+186.41118.47719.031118.1164终点接主线B #########2%K09+282.871118.20411.51118.434桩号高程终点点接N 匝道A #########7%K01+030.8361121.545 2.251121.3875 1.8000%鼻端A K0+38.622%K08+940.051118.91319.391118.5452起点接主线A K0+.2%K08+901.591118.94616.981119.28560.070.07桩号高程起点接B匝道D K0+.7%K0+709.261119.224 2.251119.0665 1.27%鼻端D#########2%K017+455.711116.25418.81115.898终点接主线K0+270.222%K017+526.111116.00311.51115.793桩号高程终点接B匝道E K0+363.827%K0+709.261119.224 2.251119.3815 1.27%起点点接主线E K0+.2%K017+140.96111513.441114.7512鼻端EK0+89.8922%K017+230.541115.75219.181115.38840.07桩号高程终点接A 匝道D K0+214.17%K0+585.831116.904 2.251116.7465-2.50%起点接主线D K0+.2%K015+284.091114.0513.7031113.79594鼻端DK0+44.912%K015+328.581114.0518.891113.6922-0.2310%-0.1480%推算控制点高程魏家桥立交匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）坡度至主线（或匝道）距离魏家桥立交匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）坡度备注至主线（或匝道）距离超高（或横坡）对应主线（或接匝道）备注推算控制点高程0.7089%前进方向升坡坡度备注至主线（或匝道）距离推算控制点高程正线炼油厂正线推荐方案植物园匝道编号匝道桩号正线炼油厂比较线立交匝道编号匝道桩号正线炼油厂比较线立交匝道编号匝道桩号平吉堡匝道编号匝道桩号匝道编号超高（或横坡）推算高程至主线（或匝道）距离超高（或横坡）对应主线（或接匝道）-0.4766%坡度匝道桩号备注正线炼油厂推荐方案对应主线（或接匝道）正线炼油厂推荐方案坡度备注至主线（或匝道）距离推算高程推算高程超高（或横坡）对应主线（或接匝道）坡度备注至主线（或匝道）距离推算高程正线炼油厂推荐方案1.9171%正线炼油厂推荐方案0.3269%超高（或横坡）对应主线（或接匝道）坡度备注至主线（或匝道）距离A 匝道与主线相交处主线标高1114.051120.75桩号高程起点接A 匝道C K0+.7%K0+585.831116.904 2.251117.0615-2.50%终点接主线C K0+320.522%###########1114.0511.51113.84鼻端C#########2%K015+506.221114.0518.991113.69020.07桩号高程起点接B匝道终点D K0+.7%K0+702.811116.34 2.251116.1825-2.50%终点接主线D K0+220.432%K021+418.221113.8611.51113.65鼻端DK0+157.532%K021+480.31113.8618.681113.5064桩号高程终点接B 匝道终点E K0+272.947%K0+702.811116.34 2.251116.4975-2.50%起点接主线点E K0+.2%K021+189.321113.8614.981113.5804鼻端EK0+48.992%K021+237.971113.8619.231113.49540.07桩号高程终点接A 匝道终点D K0+350.297%K0+976.941116.735 2.251116.5775 1.71%起点接主线点D K0+.2%K023+600.271114.76611.51114.556鼻端DK0+124.332%K023+476.571113.46919.371113.1016桩号高程起点接A 匝道终点E K0+.7%K0+976.941116.735 2.251116.8925 1.71%终点接主线点E K0+298.882%K023+125.641115.05211.51114.842鼻端EK0+207.412%K023+216.331113.983191113.623-0.07桩号高程起点接E匝道终点D K0+.7%K0+610.711112.514 2.251112.6715 2.00%终点接主线点D K0+273.2%K023+576.251114.43711.51114.227鼻端DK0+205.642%K023+642.971115.39417.451115.065 1.2441%E 匝道下穿主线对应主线（或接匝道）坡度备注至主线（或匝道）距离推算控制点高程望远 比较匝道编号匝道桩号超高（或横坡）至主线（或匝道）距离推算控制点高程高桥匝道编号匝道桩号超高（或横坡）-0.1591%植物园匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）坡度备注对应主线（或接匝道）坡度备注至主线（或匝道）距离推算控制点高程-0.2283%高桥匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）坡度备注至主线（或匝道）距离推算控制点高程-0.1735%望远 推荐匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）坡度备注至主线（或匝道）距离推算控制点高程对应主线（或接匝道）坡度备注至主线（或匝道）距离推算控制点高程望远 推荐匝道编号匝道桩号超高（或横坡）-1.3327%-1.1698%桩号高程终点接E匝道终点C K0+210.987%K0+610.711112.514 2.251112.3565 2.00%起点接主线点C K0+.2%K023+852.751118.05912.841117.8222鼻端CK0+41.6882%K023+811.51117.59217.521117.2616桩号高程终点接M 匝道终点CK0+971.549%K02+271.0111164.51115.5950.00%桩号高程起点接M 匝道终点D K0+.9%K02+271.0111164.51116.4050.00%0.09D 0D1.1751122.1845桩号高程起点接F 匝道终点J K0+.7%FK0+586.851123.517 2.251123.6745 2.35%终点接主线点J K0+257.962%###########1119.01211.51118.802鼻端JK0+191.292%K015+218.521120.07518.871119.717666.67桩号高程终点接F 匝道终点I K0+198.77%FK0+586.851123.517 2.251123.3595 2.35%起点接主线点I K0+.2%K015+430.21123.12316.441122.8142鼻端IK0+35.582%K015+394.741122.61219.21122.248桩号高程终点接A匝道终点D K0+198.77%K0+466.71114.0412.251113.8835 2.64%起点接银灵路D K0+.2%0.02鼻端DK0+35.582%0.02桩号高程起点接A匝道终点E K0+198.77%K0+466.71114.0412.251114.1985 2.64%E K0+.2%0.02鼻端EK0+35.582%0.02E 匝道下穿主线至主线（或匝道）距离推算控制点高程石坝 推荐坡度备注至主线（或匝道）距离推算控制点高程1.3733%石坝 推荐匝道编号匝道桩号超高（或横坡）备注至主线（或匝道）距离推算控制点高程#DIV/0!对应主线（或接匝道）推算控制点高程#DIV/0!白鸽比较匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）坡度白鸽比较匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）坡度备注至主线（或匝道）距离-1.3447%E 匝道下穿主线坡度备注望远 比较匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）至主线（或匝道）距离推算控制点高程石坝 推荐匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）坡度备注匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）坡度备注至主线（或匝道）距离推算控制点高程0.0000%-1.5913%坡度至主线（或匝道）距离本段为接银灵路只修改终点标高石坝 推荐匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）本段为接银灵路只修改终点标高0.0000%备注推算控制点高程桩号高程终点接F匝道终点I K0+603.345%FK0+214.91124 2.251123.8875 3.18%起点接主线点I K0+.2%K015+903.671129.93112.381129.7034鼻端I K0+75.912%K015+828.131128.8519.121128.4876桩号高程终点接I匝道J K0+265.55%IK0+551.491124.757 3.51124.582 3.18%起点接主线点J K0+.2%K015+404.711122.75614.271122.4906鼻端J K0+56.92%K015+461.341123.57119.11123.2091.26%-1.6016%坡度备注推算控制点高程石坝比较匝道编号匝道桩号超高（或横坡）对应主线（或接匝道）至主线（或匝道）距离推算控制点高程对应主线（或接匝道）坡度备注至主线（或匝道）距离石坝比较匝道编号匝道桩号超高（或横坡）。
测量资料使用说明测量资料程序是一款简单实用的测量程序，为用户提供了一个更高效更准确的功能操作，帮助用户轻松完成《水准仪测量记录表》、《全站仪平面位置检测表》、《全站仪放线记录表》等的制作，包含导线点、水准点、平曲线（线元法）、纵断面、横坡超高计算等多个方面，实用程序，用户可以快速进行测量资料的记录、表格数据录入、表格管理等操作，方便快捷。
目录(一) 、功能特色 (2)(二) 、平曲线 (3)(三) 、断链 (5)(四) 、竖曲线(纵断面) (5)(五) 、超高数据表 (6)(六) 、标准路面参数表 (7)(七) 、水准点成果表 (7)(八) 、导线点成果表 (8)(九) 、原始数据表（进入正题） (9)(十) 、自动计算 (10)(十一) 重复九、十自动生成记录表 (11)(一)、功能特色1、本程序利用EXCEL、WPS电子表格，自动生成水准仪测量记录表、平面位置检测记录表、全站仪放线记录表。
2、适用于任何版本的EXCEL、WPS，无需安装，直接使用。
3、自动转点、自动计算坐标、自动偏差。
4、自动计算路面高程，减少数据输入。
5、支持交点法、线元法。
6、支持断链。
7、可以根据需求修改属于你自己项目的记录表。
8、除断链桩号前可以加”*”,其余桩号都应输入数字。
(二)、平曲线1、在空白处输入平曲线参数：（点号、交点坐标、交点桩号、半径、缓和曲线长度）备注：输入数据须为数字；没有缓和曲线，输入0。
2、点击“计算”按钮，自动计算（转角值、圆曲线长、切线长、主点桩号）(三)、断链在空白处输入断链桩号（备注：长链的断链重复桩号，在后断链桩号前加”*”）断链表(四)、竖曲线(纵断面)1、在空白处输入竖曲线参数：（桩号、标高、半径）2、点击“计算”按钮，自动计算（切线长、外距、竖曲线起点桩号、竖曲线终点桩号、转坡角、纵坡）(五)、超高数据表在空白处输入超高参数（桩号、横坡值、超高方式）备注：1、输入横坡变化点桩号处数据2、函数Lx(“缓和曲线长”, “超高横坡”, “路拱横坡”)计算路基由正常路拱横坡到单向路拱横坡时的长度；(六)、标准路面参数表在空白处输入标准路面构造参数备注：”中桩（判断路面宽度）”列为该段路面变化点终点桩号(七)、水准点成果表在空白处输入该线路全部的水准点参数备注：函数fszh(“X坐标”,”Y坐标”)，计算XY对应的桩号(八)、导线点成果表在空白处输入该线路全部的导线点参数备注：函数fszh(“X坐标”,”Y坐标”)，计算XY对应的桩号导线点成果表(九)、原始数据表（进入正题）该表是生成记录表的依据1、在”桩号”、”偏距”、”高程”、”工程部位”列，输入数据①函数lmgc0(“桩号”,”偏距”)，计算路面高程；②“工程部位”单元格以下内容为空白，视为一段工程。
