井下支导线测量计算_第1页
井下支导线测量计算_第2页
井下支导线测量计算_第3页
井下支导线测量计算_第4页
井下支导线测量计算_第5页
已阅读5页,还剩3页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

井下经纬仪支导线测量计算表,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

地点,xxx水平车场---xxx水平巷,,,,,,,,,,,日期,,xx年xx月xx日,,,,,,,,,,仪器,xxx,,记录,,fff,,计算,ddd,前视|后视:dff|fdx,,

,水平角,,,,,,,方位角,,,,竖直角,,,,,,,,,,,,,斜距,平距,高差,仪高(┳),点高(┳),坐标增量,,,坐标值,,

点号,左,,,右,,,平均值,α,,,,左,,,右,,,平均值,,,,,,,L,D,h,i,v,△X(m),△Y(m),△H(m),X(m),Y(m),Z(m)

A11,°,′,″,°,′,″,(°),(°),°,′,″,°,′,″,°,′,″,(°),,,°,′,″,,(m),(m),(m),(m),(m),(m),(m),(m),(m),(m),(m)

A10,在后面栏内输入起始边的坐标方位角,,,,,,,,44,3,6,,,,,,,44.05166667,,,,,,,,,在后面三栏内输入起始点的坐标值,,,,,,3999599.773,373311.549,1100.258

E2,315,42,49,315,42,53,315.7141667,179.7658333,179,45,57,90,20,52,269,38,57,-0.349305556,-,0.349305556,0,20,57.5,-0°20′57.5″,20.42,20.41962052,-0.124490413,0.92,0.543,-20.419,0.083,-0.501,3999579.354,373311.632,1099.757

E3,221,24,48,221,24,45,221.4129167,221.17875,221,10,43.5,90,9,42,269,49,50,-0.165555556,-,0.165555556,0,9,56.0,-0°9′56.0″,48.42,48.41979787,-0.139908889,0.362,0.55,-36.444,-31.880,0.048,3999542.910,373279.752,1099.805

E4,179,43,0,179,43,20,179.7194444,220.8981944,220,53,53.5,90,34,9,269,25,42,-0.570416667,-,0.570416667,0,34,13.4,-0°34′13.4″,42.56,42.55789085,-0.42370542,0.44,0.7,-32.168,-27.863,-0.164,3999510.742,373251.889,1099.641

E5,178,44,6,178,44,11,178.7356944,219.6338889,219,38,2,90,22,4,269,37,22,-0.3725,-,0.3725,0,22,21.0,-0°22′21.0″,27.9,27.89941037,-0.181386428,0.376,0.742,-21.486,-17.796,0.185,3999489.255,373234.093,1099.826

E6,179,58,4,179,58,25,179.9706944,219.6045833,219,36,16.5,90,19,20,269,39,49,-0.329305556,-,0.329305556,0,19,45.4,-0°19′45.4″,41.25,41.24931869,-0.237081675,0.473,0.785,-31.781,-26.296,0.075,3999457.474,373207.797,1099.900

E7,180,40,43,180,40,42,180.6784722,220.2830556,220,16,59,90,21,32,269,37,45,-0.364861111,-,0.364861111,0,21,53.4,-0°21′53.4″,43.392,43.39112019,-0.27631959,0.46,0.785,-33.101,-28.055,0.049,3999424.373,373179.742,1099.949

E8,179,12,6,179,11,50,179.1994444,219.4825,219,28,57,90,5,15,269,54,0,-0.09375,-,0.09375,0,5,37.5,-0°5′37.5″,43.52,43.51994174,-0.071209402,0.486,0.788,-33.590,-27.672,0.231,3999390.783,373152.070,1100.180

E9,183,51,52,183,51,35,183.8620833,223.3445833,223,20,40.5,90,6,54,269,52,9,-0.122916667,-,0.122916667,0,7,22.5,-0°7′22.5″,29.41,29.40993232,-0.06309324,0.568,0.787,-21.388,-20.187,0.156,3999369.395,373131.883,1100.336

E10,182,41,23,182,41,10,182.6879167,226.0325,226,1,57,90,11,3,269,48,7,-0.191111111,-,0.191111111,0,11,27.9,-0°11′27.9″,36.715,36.71479576,-0.122463321,0.623,0.789,-25.489,-26.425,0.044,3999343.906,373105.458,1100.379

E11,88,1,16,88,1,24,88.02222222,134.0547222,134,3,17,90,30,38,269,28,14,-0.52,-,0.52,0,31,12.0,-0°31′12.0″,44.205,44.20317946,-0.401186346,0.484,0.79,-30.736,31.768,-0.095,3999313.170,373137.226,1100.284

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,-,0,0,0,0,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,-,0,0,0,0,,,,,,,,,,,,

,,"注:红色数字需手工输入,黑色数字下拉后生成.",,,,,,,,,,,,,,,,,-,0,0,0,0,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,-,0,0,0,0,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,-,0,0,0,0,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,-,0,0,0,0,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,-,0,0,0,0,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,-,0,0,0,0,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,-,0,0,0,0,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,-,0,0,0,0,,

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

最新文档

评论

0/150

提交评论