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测量高程表

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编号x轴y轴编号x轴y轴1412423434445456467478489491050115112521353145415551656175718581959206021612262236324642565266627672868296930703171327233733474357536763777387839794080编号x轴y轴编号x轴y轴81121821228312384124851258612687127881288912990130911319213293133941349513596136971379813899139100140101141102142103143104144105145106146107147108148109149110150111151112152113153114154115155116156117157118158119159120160编号x轴y轴编号x轴y轴161201162202163203164204165205166206167207168208169209170210171211172212173213174214175215176216177217178218179219180220181221182222183223184224185225186226187227188228189229190230191231192232193233194234195235196236197237198238199239200240编号x轴y轴编号x轴y轴241281242282243283244284245285246286247287248288249289250290251291252292253293254294255295256296257297258298259299260300261301262302263303264304265305266306267307268308269309270310271311272312273313274314275315276316277317278318279319280320编号x轴y轴编号x轴y轴321361322362323363324364325365326366327367328368329369330370331371332372333373334374335375336376337377338378339379340380341381342382343383344384345385346386347387348388349389350390351391352392353393354394355395356396357397358398359399360400编号x轴y轴编号x轴y轴401441402442403443404444405445406446407447408448409449410450411451412452413453414454415455416456417457418458419459420460421461422462423463424464425465426466427467428468429469430470431471432472433473434474435475436476437477438478439479440480编号x轴y轴编号x轴y轴481521482522483523484524485525486526487527488528489529490530491531492532493533494534495535496536497537498538499539500540501541502542503543504544505545506546507547508548509549510550511551512552513553514554515555516556517557518558519559520560编号x轴y轴编号x轴y轴561601562602563603564604565605566606567607568608569609570610571611572612573613574614575615576616577617578618579619580620581621582622583623584624585625586626587627588628589629590630591631592632593633594634595635596636597637598638599639600640编号x轴y轴编号x轴y轴481521482522483523484524485525486526487527488528489529490530491531492532493533494534495535496536497537498538499539500540501541502542503543504544505545506546507547508548509549510550511551512552513553514554515555516556517557518558519559520560

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水准高程闭合表格(自动闭合)

水准高程闭合表格(自动闭合)

-0.011667

0.19833319.802

20.00019.852

19.535

19.727

19.5252

3

4

5

1

3

19.920

19.813

-0.0016671.1301

1-0.10666741.300-0.100-0.006667

-0.001667

1.4001.2000.2001.200

1.1200.095000

-0.006667-0.3166671.300

0.3950000.200-0.0083330.191667

-0.201667

-0.005000-0.200-0.001667

1.800

FM7

FM8

FM9

FM1点号

1.2001.510-0.3101.0001.240-0.240FM1

1.5401.2000.100FM2

FM3

FM5

1.2001.400

-0.010FM4观 测 者：记 录 者：

FM6

1.4000.4001.340高差改正(m)

-0.003333

-0.005000水准测量记录表

高程（m)测区名称：

测量小组：

测 站改正后高差（m)测量等级：仪器等级 :天气情况:

测量日期:

已知点20.000

-0.243333

19.757观测高差（m)后视读数（m)前视读数（m)1.本表为高程闭合表。

2.本表中的黄色单元格为实际测量中的数据，直接填写。

3.除了黄色表格自己填写，其他表格禁止手填，其是理论公式计算结果

4.打印时候可以可以把本表数据复制，然后选择性粘贴到打印表格

5.如果点数较多,本表无法满足要求，可以将此表整体复制备注：

原地面高程测量表

原地面高程测量表

桩号距中心距离前视读数高程距中心距离前视读数高程距中心距离前视读数高程距中心距离前视读数高程距中心距离前视读数高程距中心距离前视读数高程距中心距离前视读数高程距中心距离前视读数高程距中心距离前视读数高程距中心距离前视读数高程距中心距离前视读数高程距中心距离前视读数高程 测量： 记录： 检查： 年 月 日 项目名称：水准点高程：后视：原地面高程测量表仪高:桩号设计高实测010010020100.3100.38240100.6100.84660100.76100.80580100.82100.844100100.88100.997120100.94100.985140101100.977160101.06101.063180100.99101.145200100.92100.835220100.85100.706240100.78100.716260100.71100.63280100.64100.716300100.57100.62320100.5100.491340100.43100.51360100.36100.445380100.29100.375400100.22100.24942099.9499.94744099.6699.59946099.3899.12848099.198.89850098.8298.86652098.69198.87154098.56298.79356098.43398.49358098.30498.40360098.17598.42562098.04798.047 日填挖桩号设计高实测填挖00100.0001000.000-0.0822099.989100.196-0.207-0.2464099.979100.214-0.235-0.0456099.968100.169-0.201-0.0248099.958100.135-0.177-0.11710099.947100.152-0.205-0.04512099.84099.8250.0150.02314099.73399.560.173-0.00316099.62799.6040.023-0.15518099.52099.72-0.2000.08520099.41399.608-0.1950.14422099.30699.498-0.1920.06424099.19999.398-0.1990.0826099.09399.292-0.199-0.07628098.93798.8370.100-0.0530098.78198.2440.5370.00932098.62598.3290.296-0.0834098.46998.491-0.022-0.08536098.31397.8630.450-0.08538098.15798.288-0.131-0.02940098.00198.045-0.044-0.00742097.52597.657-0.1320.06144097.04996.9580.0910.25244996.83596.8350.0000.202-0.046-0.18-0.231-0.06-0.099-0.250桩号设计高实测填挖0100.0001000.0002099.993100.122-0.1294099.986100.113-0.1276099.97999.780.1998099.97299.8130.15910099.964100.009-0.04512099.957100.112-0.15514099.950100.115-0.16516099.943100.183-0.24018099.936100.161-0.22520099.70399.823-0.120212.999.55399.5530.000桩号设计高实测填挖桩号0100.0001000.000020100.230100.487-0.2572040100.459100.695-0.2364060100.40699.9540.4526080100.35399.7630.59080100100.29999.80.499100120100.24699.9560.290120140100.193100.160.033140160100.14099.8070.333160180100.08699.8360.250180200100.03399.770.26320022099.980100.118-0.13822024099.927100.222-0.29524026099.873100.136-0.26326028099.820100.127-0.307280294.399.78299.7820.000302.6设计高实测填挖桩号100.0001000.0000100.020100.187-0.16720100.04099.8450.19540100.06099.780.28060100.08099.9480.13280100.10099.7360.364100100.12099.9990.121120100.140100.0160.124140100.314100.1750.138160100.487100.4160.071180100.661100.733-0.073200100.834100.909-0.075220100.810100.8060.004240100.786100.7820.004260100.762100.7560.006280100.735100.7350.000300320340356.7设计高实测填挖桩号设计高100.0001000.0000100.00099.897100.04-0.1432099.84099.79499.805-0.0114099.68199.69099.75-0.0606099.52199.58799.5260.0618099.36299.48499.592-0.10810099.20299.38199.360.02112099.04299.27899.47-0.19214098.88399.17499.414-0.24016098.72399.07199.33-0.25918098.56498.96899.155-0.18720098.40498.86598.918-0.05322098.24498.76298.680.08224098.08598.65898.3370.32126097.92598.55598.5030.05228097.09198.45298.2880.16498.34998.366-0.01798.24698.1620.08498.15998.1590.000实测填挖桩号设计高1000.0000100.000100.126-0.28620100.05199.731-0.05040100.10299.66-0.13960100.15399.598-0.23680100.20499.421-0.219100100.25599.21-0.168120100.30698.730.153140100.35798.744-0.021160100.40898.743-0.179180100.45998.2380.166200100.51098.1370.107220100.56197.7220.363240100.61298.176-0.251260100.98397.0910.000280101.353300101.724320102.094340102.183360102.036380101.776397.3101.551实测填挖桩号设计高实测1000.0000100.00010099.9350.11620100.501100.76799.7730.32940101.001101.15798.6791.47460101.022101.27198.8271.37780101.043100.7898.4771.778100101.065100.6698.3141.992120101.086100.51398.5531.804140101.107100.3698.4161.992160101.12899.9698.6581.801180101.15099.66499.0671.443200101.17199.6399.3821.179220101.192100.5699.6610.951240101.30099.52101.209-0.226260101.40999.684100.6670.686280101.51799.89101.40.324300101.625100.23102.341-0.247320101.734101.43102.433-0.250327.88101.777101.777102.271-0.235101.5060.270101.5510.000填挖0.000-0.266-0.156-0.2490.2630.4050.5730.7471.1681.4861.5410.6321.7801.7251.6271.3950.3040.000

基层高程测量表(横坡)

基层高程测量表(横坡)

桩点点号位置实测高程设计高程误差(±mm)坡度横坡偏差（%）允许偏差(mm)中桩左10.5m377.391377.382+90.0107-0.2±15中桩左7m377.422377.419+30.01070.1±15中桩左3m377.470377.462+80.0107-0.1±15中桩377.500377.494+6±15中桩右3m377.471377.462+90.0107-0.1±15中桩右7m377.431377.419+120.0107-0.1±15中桩右10.5m377.387377.382+50.01070.2±15中桩左10.5m377.591377.599-80.01070.4±15中桩左7m377.642377.636+60.0107-0.3±15中桩左3m377.674377.679-50.0107-0.1±15中桩377.702377.711-9±15中桩右3m377.674377.679-50.0107-0.1±15中桩右7m377.627377.636-90.01070.1±15中桩右10.5m377.595377.599-40.0107-0.2±15中桩左10.5m377.728377.734-60.01070.4±15中桩左7m377.778377.771+70.0107-0.3±15中桩左3m377.809377.814-50.0107-0.1±15中桩377.838377.846-8±15中桩右3m377.802377.814-120.01070.1±15中桩右7m377.762377.771-90.0107-0.1±15中桩右10.5m377.729377.734-50.0107-0.1±15中桩左10.5m377.762377.756+60.0107-0.4±15中桩左7m377.785377.793-80.01070.3±15中桩左3m377.841377.836+50.01070.1±15中桩377.875377.868+7±15中桩右3m377.845377.836+90.0107-0.1±15中桩右7m377.805377.793+120.0107-0.1±15中桩右10.5m377.759377.756+30.01070.2±15K0+420

三角高程测量表格

三角高程测量表格

1 3 竭诚为您提供优质文档/双击可除

三角高程测量表格

篇一：三角高程测量计算表

三角高程测量计算表

篇二：三角高程测量记录表

全站仪三角高程记录表

日期：时间：观测者：天气：温度：气压：

附合水准路线闭合差调整与高程计算表

篇三：三角高程测量的计算公式

三角高程测量的计算公式

如图6.27所示，已知a点的高程ha，要测定b点的高程hb，可安置经纬仪于a点，量取仪器高ia；在b点竖立标杆，量取其高度称

为觇b标高vb；用经纬仪中丝瞄准其顶端，测定竖直角α。如果已知ab两点间的水平距离d（如全站仪可直接测量平距），则ab两

点间的高差计算式为：

2 3 如果当场用电磁波测距仪测定两点间的斜距d′，则ab两点间的高差计算式为：

以上两式中，α为仰角时tanα或sinα为正，俯角时为负。求得高差hab以后，按下式计算b点的高程：

以上三角高程测量公式(6.27)、(6.28)中，设大地水准面和通过a、b点的水平面为相互平行的平面，在较近的距离(例如200米)内可

以认为是这样的。但事实上高程的起算面——大地水准面是一曲面，在第一章1.4中已介绍了水准面曲率对高差测量的影响，因此由三

角高程测量公式(6.27)、(6.28)计算的高差应进行地球曲率影响的改正，称为球差改正f1，如图

6.28(见课本）所示。按(1.4)式：

式中:R为地球平均曲率半径，一般取R=6371km。另外，由于视线受大气垂直折光影响而成为一条向上凸的曲线，使视线的切线方向向

上抬高，测得竖直角偏大，如图6.28所示。因此还应进行大气折光影响的改正，称为气差改正f2，f2恒为负值。

图6.23三角高程测量

图6.24地球曲率及大气折光影响

设大气垂直折光使视线形成曲率大约为地球表面曲率k倍的圆曲线(k称为大气垂直折光系数)，因此仿照(6.30)式，