




版權說明:本文檔由用戶提供并上傳,收益歸屬內容提供方,若內容存在侵權,請進行舉報或認領
文檔簡介
導線測量計算成果表,,,,,,,,,,,,,,,,,,,,,,,,,,,
(編號),,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱:綏滿高速公路綏芬河至牡丹江段合同段:土建A5測量部位:沿線導線點布設,,,,,,,,,,,,,,,,,,,,,,,,,,,
點號,觀測角(左角)°′″,,,觀測角(左角)°,改正數″,改正后的角值°′″,,,改正后的角值°,改正后的坐標方位角°′″,,,改正后的坐標方位角°,邊長(m),坐標增量計算值(m),,,,改正后坐標增量(m),,平差后的坐標,,備注,,,,
,,,,,,,,,,,,,,,△x,改正數m,△y,改正數m,△x,△y,x,y,,,,,
1,2,,,,3,4,,,,5,,,,6,7,8,9,10,11,12,13,14,15,,,,
GPS038,,,,,,,,,,,,,,,,,,,,,4941595.719,469198.57,已知點,4941595.719,469198.57,0.000,0.000
,,,,,,,,,,268°,14′,45″,268.2458752,437.514,,,,,,,,,,,,,
GPS037,202°,13′,43″,202.2286011,-0.8″,202°,13′,42″,202.2283798,,,,,,,,,,,,4941582.326,468761.245,已知點,4941582.326,468761.245,0.000,0.000
,,,,,,,,,,290°,28′,27″,290.47426,175.557,61.407,-0.005,-164.467,-0.007,61.402,-164.474,,,,,,,
JM3,122°,34′,39″,122.5776176,-0.8″,122°,34′,39″,122.5773963,,,,,,,,,,,,4941643.728,468596.771,,4941643.724,468596.773,0.004,-0.002
,,,,,,,,,,233°,03′,06″,233.05165,673.509,-404.843,-0.019,-538.253,-0.027,-404.862,-538.281,,,,,,,
JM4,167°,46′,15″,167.7707367,-0.8″,167°,46′,14″,167.7705154,,,,,,,,,,,,4941238.867,468058.4904,,4941238.851,468058.500,0.016,-0.009
,,,,,,,,,,220°,49′,20″,220.82217,391.824,-296.509,-0.011,-256.140,-0.016,-296.521,-256.156,,,,,,,
JM5,172°,37′,06″,172.6183304,-0.8″,172°,37′,05″,172.6181092,,,,,,,,,,,,4940942.346,467802.3342,,4940942.333,467802.343,0.013,-0.009
,,,,,,,,,,213°,26′,25″,213.44028,535.190,-446.595,-0.015,-294.926,-0.022,-446.611,-294.948,,,,,,,
JM6,169°,30′,08″,169.5021908,-0.8″,169°,30′,07″,169.5019695,,,,,,,,,,,,4940495.735,467507.3865,,4940495.724,467507.383,0.011,0.003
,,,,,,,,,,202°,56′,32″,202.94225,590.997,-544.248,-0.017,-230.372,-0.024,-544.265,-230.396,,,,,,,
JM7-1,199°,35′,12″,199.5865874,-0.8″,199°,35′,11″,199.5863662,,,,,,,,,,,,4939951.47,467276.99,,4939951.460,467276.977,0.010,0.013
,,,,,,,,,,222°,31′,43″,222.52861,467.248,-344.333,-0.013,-315.840,-0.019,-344.347,-315.859,,,,,,,
JM8,196°,34′,36″,196.5767184,-0.8″,196°,34′,35″,196.5764972,,,,,,,,,,,,4939607.124,466961.1311,,4939607.111,466961.118,0.012,0.013
,,,,,,,,,,239°,06′,18″,239.10511,260.425,-133.719,-0.007,-223.473,-0.011,-133.726,-223.484,,,,,,,
JM9,191°,06′,16″,191.1045704,-0.8″,191°,06′,16″,191.1043492,,,,,,,,,,,,4939473.397,466737.6473,,4939473.384,466737.639,0.013,0.009
,,,,,,,,,,250°,12′,34″,250.20946,293.334,-99.318,-0.008,-276.008,-0.012,-99.326,-276.020,,,,,,,
JM10-1,183°,40′,20″,183.6722492,-0.8″,183°,40′,19″,183.672028,,,,,,,,,,,,4939374.071,466461.6271,,4939374.062,466461.620,0.010,0.007
,,,,,,,,,,253°,52′,53″,253.88149,369.997,-102.720,-0.011,-355.452,-0.015,-102.731,-355.467,,,,,,,
JM11,179°,03′,35″,179.0596463,-0.8″,179°,03′,34″,179.0594251,,,,,,,,,,,,4939271.34,466106.16,,4939271.322,466106.155,0.018,0.005
,,,,,,,,,,252°,56′,27″,252.94091,451.366,-132.412,-0.013,-431.507,-0.018,-132.425,-431.526,,,,,,,
JM12,157°,39′,52″,157.6643127,-0.8″,157°,39′,51″,157.6640914,,,,,,,,,,,,4939138.916,465674.6343,,4939138.903,465674.632,0.013,0.002
,,,,,,,,,,230°,36′,18″,230.60500,716.152,-454.515,-0.020,-553.434,-0.029,-454.536,-553.463,,,,,,,
GPS035,199°,14′,24″,199.2400527,-0.8″,199°,14′,23″,199.2398315,,,,,,,,,,,,4938684.38,465121.1708,,4938684.372,465121.170,0.008,0.001
,,,,,,,,,,249°,50′,41″,249.84483,403.083,-138.888,-0.012,-378.399,-0.016,-138.899,-378.415,,,,,,,
JM14,180°,47′,23″,180.7895934,-0.8″,180°,47′,22″,180.7893721,,,,,,,,,,,,4938545.481,464742.7554,,4938545.466,464742.759,0.015,-0.004
,,,,,,,,,,250°,38′,03″,250.63421,576.526,-191.175,-0.016,-543.907,-0.023,-191.191,-543.930,,,,,,,
JM15,163°,39′,10″,163.6527748,-0.8″,163°,39′,09″,163.6525536,,,,,,,,,,,,4938354.289,464198.8254,,4938354.277,464198.835,0.013,-0.010
,,,,,,,,,,234°,17′,12″,234.28676,437.830,-255.574,-0.012,-355.495,-0.018,-255.586,-355.513,,,,,,,
JM16,176°,16′,29″,176.274654,-0.8″,176°,16′,28″,176.2744327,,,,,,,,,,,,4938098.703,463843.3123,,4938098.693,463843.322,0.010,-0.010
,,,,,,,,,,230°,33′,40″,230.56119,523.328,-332.446,-0.015,-404.168,-0.021,-332.461,-404.190,,,,,,,
JM17,180°,50′,52″,180.8476431,-0.8″,180°,50′,51″,180.8474219,,,,,,,,,,,,4937766.242,463439.1228,,4937766.242,463439.128,0.000,-0.005
,,,,,,,,,,231°,24′,31″,231.40861,336.562,-209.934,-0.010,-263.061,-0.014,-209.944,-263.075,,,,,,,
JM18,166°,46′,45″,166.7790924,-0.8″,166°,46′,44″,166.7788711,,,,,,,,,,,,4937556.298,463176.0477,,4937556.308,463176.042,-0.010,0.006
,,,,,,,,,,218°,11′,15″,218.18749,283.157,-222.559,-0.008,-175.058,-0.011,-222.567,-175.069,,,,,,,
G116,156°,51′,17″,156.8546394,-0.8″,156°,51′,16″,156.8544182,,,,,,,,,,,,4937333.731,463000.9782,,,,4937333.731,463000.978
,,,,,,,,,,195°,02′,31″,195.04190,943.701,-911.366,-0.027,-244.914,-0.038,-911.393,-244.953,,,,,,,
JM20,199°,18′,24″,199.3067163,-0.8″,199°,18′,23″,199.306495,,,,,,,,,,,,4936422.338,462756.0256,,4936422.346,462756.021,-0.008,0.004
,,,,,,,,,,214°,20′,54″,214.34840,536.712,-443.121,-0.015,-302.826,-0.022,-443.137,-302.848,,,,,,,
GPS034,197°,21′,34″,197.3595776,-0.8″,197°,21′,34″,197.3593563,,,,,,,,,,,,4935979.201,462453.178,,4935979.201,462453.178,0.000,0.000
,,,,,,,,,,231°,42′,28″,231.70775,505.919,,,,,,,,,,,,,
GPS033,,,,,,,,,,,,,,,,,,,,,,,,4935665.691,462056.095,,
,,,,,,,,,,,,,231.70775,,,,,,,,,,,,,,
輔助計算,∑β左=,3563°,,,27′,59″,3563.46630478455,,,,,,,,,∑D=,8966.496,,∑△x=,-5602.869,∑△y=,-6307.703,,,,,
,fβ=∑β左-((α終-α始)+20×180°)=,,,,,,,,,,16″,,,,,fx=∑△x-(xGPS034-xGPS037)=,,,0.256,fy=∑△y-(yGPS034-yGPS037)=,,0.364,,,,,
,fβ容=±10√n=±44″,,,,,,,,,,,,,,,f=√fx2+fy2=,,0.444,,K=f/∑D=1/,20195,<1/17000,,,,,
,fβ<fβ容,,,,,,,,,,,,,,,,,,,,,,,,,,
檢測:計算:復核:監理:日期:,,,,,,,,,,,,,,,,,,,,,,,,,,,
導線測量計算成果表,,,,,,,,,,,,,,,,,,,,,,,,,,,
(編號),,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱:綏滿高速公路綏芬河至牡丹江段合同段:土建A5測量部位:沿線導線點布設,,,,,,,,,,,,,,,,,,,,,,,,,,,
點號,觀測角(左角)°′″,,,觀測角(左角)°,改正數″,改正后的角值°′″,,,改正后的角值°,改正后的坐標方位角°′″,,,改正后的坐標方位角°,邊長(m),坐標增量計算值(m),,,,改正后坐標增量(m),,平差后的坐標,,備注,,,,
,,,,,,,,,,,,,,,△x,改正數m,△y,改正數m,△x,△y,x,y,,,,,
1,2,,,,3,4,,,,5,,,,6,7,8,9,10,11,12,13,14,15,,,,
GPS034,,,,,,,,,,,,,,,,,,,,,4935979.201,462453.178,已知點,4935979.201,462453.178,0.000,0.000
,,,,,,,,,,231°,42′,28″,231.707755,505.919,,,,,,,,,,,,,
GPS033,183°,11′,60″,183.1999047,1.3″,183°,11′,61″,183.2002724,,,,,,,,,,,,4935665.691,462056.095,已知點,4935665.691,462056.095,0.000,0.000
,,,,,,,,,,234°,54′,29″,234.90803,307.667,-176.875,0.000,-251.743,-0.008,-176.875,-251.750,,,,,,,
XD1,178°,44′,49″,178.7470227,1.3″,178°,44′,51″,178.7473904,,,,,,,,,,,,4935488.816,461804.345,,4935488.809,461804.347,0.007,-0.002
,,,,,,,,,,233°,39′,20″,233.65542,332.330,-196.952,0.000,-267.681,-0.008,-196.952,-267.689,,,,,,,
GPS033-2,197°,04′,29″,197.0746052,1.3″,197°,04′,30″,197.0749729,,,,,,,,,,,,4935291.863,461536.655,,4935291.854,461536.657,0.009,-0.002
,,,,,,,,,,250°,43′,49″,250.73039,544.940,-179.838,-0.001,-514.410,-0.014,-179.838,-514.424,,,,,,,
JM24,194°,23′,28″,194.3912033,1.3″,194°,23′,30″,194.391571,,,,,,,,,,,,4935112.025,461022.231,,4935112.026,461022.231,-0.001,0.000
,,,,,,,,,,265°,07′,19″,265.12196,423.111,-35.979,-0.001,-421.578,-0.011,-35.980,-421.589,,,,,,,
JM25,175°,40′,46″,175.6795484,1.3″,175°,40′,48″,175.6799161,,,,,,,,,,,,4935076.045,460600.643,,4935076.052,460600.639,-0.007,0.004
,,,,,,,,,,260°,48′,07″,260.80188,474.464,-75.843,-0.001,-468.363,-0.012,-75.843,-468.375,,,,,,,
JM26,160°,05′,50″,160.0971137,1.3″,160°,05′,51″,160.0974814,,,,,,,,,,,,4935000.202,460132.267,,4935000.207,460132.265,-0.005,0.002
,,,,,,,,,,240°,53′,58″,240.89936,308.627,-150.099,0.000,-269.668,-0.008,-150.100,-269.676,,,,,,,
GPSXD1,177°,34′,40″,177.5777815,1.3″,177°,34′,41″,177.5781493,,,,,,,,,,,,4934850.102,459862.591,,4934850.102,459862.591,0.000,0.000
,,,,,,,,,,238°,28′,39″,238.47751,391.596,,,,,,,,,,,,,
GPSXD2,,,,,,,,,,,,,,,,,,,,,,,,4934645.359,459528.775,,
,,,,,,,,,,,,,238.47751,,,,,,,,,,,,,,
輔助計算,∑β左=,1266°,,,46′,02″,1266.76717947138,,,,,,,,,∑D=,2391.139,,∑△x=,-815.586,∑△y=,-2193.443,,,,,
,fβ=∑β左-((α終-α始)+7×180°)=,,,,,,,,,,-09″,,,,,fx=∑△x-(xGPSXD1-xGPS033)=,,,0.003,fy=∑△y-(yGPSXD1-yGPS033)=,,0.061,,,,,
,fβ容=±10√n=±26″,,,,,,,,,,,,,,,f=√fx2+fy2=,,0.060,,K=f/∑D=1/,39852,<1/17000,,,,,
,fβ<fβ容,,,,,,,,,,,,,,,,,,,,,,,,,,
檢測:計算:復核:監理:日期:,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
導線測量計算成果表,,,,,,,,,,,,,,,,,,,,,,,,,,,
(編號),,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱:綏滿高速公路綏芬河至牡丹江段合同段:土建A5測量部位:沿線導線點布設,,,,,,,,,,,,,,,,,,,,,,,,,,,
點號,觀測角(左角)°′″,,,觀測角(左角)°,改正數″,改正后的角值°′″,,,改正后的角值°,改正后的坐標方位角°′″,,,改正后的坐標方位角°,邊長(m),坐標增量計算值(m),,,,改正后坐標增量(m),,平差后的坐標,,備注,,,,
,,,,,,,,,,,,,,,△x,改正數m,△y,改正數m,△x,△y,x,y,,,,,
1,2,,,,3,4,,,,5,,,,6,7,8,9,10,11,12,13,14,15,,,,
GPSXD1,,,,,,,,,,,,,,,,,,,,,4935038.69,555227.907,已知點,4935038.69,555227.907,0.000,0.000
,,,,,,,,,,237°,38′,13″,237.636822,391.596,,,,,,,,,,,,,
GPSXD2,214°,45′,28″,214.7578039,-1.5″,214°,45′,27″,214.7573955,,,,,,,,,,,,4934829.063,554897.118,已知點,4934829.063,554897.118,0.000,0.000
,,,,,,,,,,272°,23′,39″,272.39422,198.954,8.311,-0.006,-198.780,-0.009,8.305,-198.789,,,,,,,
JM28,153°,08′,12″,153.1367302,-1.5″,153°,08′,11″,153.1363218,,,,,,,,,,,,4934837.368,554698.329,,4934837.377,554698.328,-0.009,0.001
,,,,,,,,,,245°,31′,50″,245.53054,236.566,-97.987,-0.007,-215.318,-0.011,-97.995,-215.329,,,,,,,
JM30,204°,03′,27″,204.0576362,-1.5″,204°,03′,26″,204.0572279,,,,,,,,,,,,4934739.373,554483.000,,4934739.384,554482.997,-0.011,0.003
,,,,,,,,,,269°,35′,16″,269.58777,368.187,-2.649,-0.011,-368.177,-0.017,-2.660,-368.194,,,,,,,
JM31,170°,30′,03″,170.5007424,-1.5″,170°,30′,01″,170.500334,,,,,,,,,,,,4934736.713,554114.806,,4934736.722,554114.802,-0.009,0.004
,,,,,,,,,,260°,05′,17″,260.08810,299.244,-51.510,-0.009,-294.778,-0.014,-51.519,-294.791,,,,,,,
JM32,166°,20′,58″,166.3494531,-1.5″,166°,20′,57″,166.3490448,,,,,,,,,,,,4934685.194,553820.015,,4934685.196,553820.008,-0.002,0.007
,,,,,,,,,,246°,26′,14″,246.43715
溫馨提示
- 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯系上傳者。文件的所有權益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網頁內容里面會有圖紙預覽,若沒有圖紙預覽就沒有圖紙。
- 4. 未經權益所有人同意不得將文件中的內容挪作商業或盈利用途。
- 5. 人人文庫網僅提供信息存儲空間,僅對用戶上傳內容的表現方式做保護處理,對用戶上傳分享的文檔內容本身不做任何修改或編輯,并不能對任何下載內容負責。
- 6. 下載文件中如有侵權或不適當內容,請與我們聯系,我們立即糾正。
- 7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。
最新文檔
- 漳州城市職業學院《英語演講與辯論理解當代中國》2023-2024學年第二學期期末試卷
- 湖南機電職業技術學院《中醫食療》2023-2024學年第二學期期末試卷
- 北京市×區個人簡歷
- 江蘇警官學院《營銷理論前沿專題》2023-2024學年第二學期期末試卷
- 河北外國語學院《新材料經濟與管理》2023-2024學年第二學期期末試卷
- 2025年河北省衡水名校高三一輪復習階段性考試(英語試題理)試題含解析
- 江蘇省南京秦淮外國語校2024-2025學年第二學期期末學生學業質量監測初三英語試題含答案
- 天津市部分區2024-2025學年數學四下期末預測試題含解析
- 彭州市2024-2025學年數學四下期末綜合測試試題含解析
- 泉州華光職業學院《經濟應用數學(上)》2023-2024學年第二學期期末試卷
- 垂直軸翼形葉片網狀結構的
- 中國56個民族介紹
- 河南省省屬煤炭企業煤礦瓦斯治理調研報告
- 第04章 計算機輔助設計-1
- 2022年00642《傳播學概論》復習資料
- 雙室浮動床除鹽水系統程序控制設計
- 鋁合金化學成分表
- 村級基本公共衛生考核評分表
- 煙囪圖集(上)05G212
- 外拉線內懸浮抱桿分解組塔計算
- BWASI網關使用手冊-第10章節
評論
0/150
提交評論