GPS平差報告分析_第1頁
GPS平差報告分析_第2頁
GPS平差報告分析_第3頁
GPS平差報告分析_第4頁
GPS平差報告分析_第5頁
已閱讀5頁,還剩2頁未讀, 繼續(xù)免費閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進行舉報或認領(lǐng)

文檔簡介

精選優(yōu)質(zhì)文檔-----傾情為你奉上精選優(yōu)質(zhì)文檔-----傾情為你奉上專心---專注---專業(yè)專心---專注---專業(yè)精選優(yōu)質(zhì)文檔-----傾情為你奉上專心---專注---專業(yè)平差報告§1項目信息§1.1項目屬性項目名稱:園區(qū)大道施工單位:湖南長大建設(shè)集團股份有限公司控制網(wǎng)等級:E測量員:蘭非計算員:易祖星開始日期:2015.9.15結(jié)束日期:2015.9.15備注:§1.2坐標系統(tǒng)坐標系名稱:中國-高坪

橢球長半軸a:.橢球扁率f:1/298.

投影名稱:高斯三度帶投影

尺度:1.投影高:0.

X加常數(shù):0.Y加常數(shù):.

平均緯度:000:00:00.N中央子午線:108:00:00.E§1.3WGS84到當?shù)貦E球固定轉(zhuǎn)換參數(shù)參數(shù)計算結(jié)果

轉(zhuǎn)換模型:布爾莎

DX(m)=0.

DY(m)=0.

DZ(m)=0.

WX(秒)=0.00000

WY(秒)=0.00000

WZ(秒)=0.00000

K(ppm)=0.§2WGS-84三維無約束平差§2.1平差參數(shù)參考因子:1.00

χ平方檢驗(α=95%):通過

自由度:18§2.2平差基線邊序號基線名DX(m)DY(m)DZ(m)距離中誤差(m)改正數(shù)(m)改正數(shù)(m)改正數(shù)(m)改正數(shù)(m)相對誤差1EP11→EP12.3300748.6481606.4804-612.19751141.52460.0011-0.00010.00010.0002-0.00011:2EP11→HB02.3300-327.0004115.7712-398.5785528.39100.0022-0.00100.0007-0.00140.00181:3EP11→WD01.3300-316.6119234.1446-567.1049690.41640.0016-0.00070.00210.00080.00041:4EP11→WJB4.3301664.0144-293.9121923.76441175.00640.00200.0005-0.0012-0.0009-0.00021:5EP11→ZSL3.330196.3075-154.2528346.4662391.29000.00170.0005-0.0027-0.00030.00101:6EP12→HB02.3300-1075.6485-490.7091213.61901201.43590.00220.0006-0.0023-0.00100.00031:7EP12→WD01.3300-1065.2600-372.335845.09261129.35650.00160.00130.0003-0.0002-0.00131:8EP12→WJB4.3301-84.6337-900.39251535.96191782.42770.0020-0.00060.00480.0009-0.00171:9EP12→ZSL3.3301-652.3406-760.7331958.66381386.83070.0017-0.00040.00050.00050.00031:10HB02→WD01.330010.3885118.3733-168.5264206.20700.0023-0.0003-0.0013-0.00230.00111:8944011WJB4→ZSL3.3301-567.7069139.6593-577.2982821.62590.0022-0.00010.0039-0.00020.00081:§2.3T檢驗列表基線名T-XT-YT-ZEP11→EP12.33000.04170.07110.1559EP11→HB02.33000.22850.14240.3707EP11→WD01.33000.30750.44960.4585EP11→WJB4.33010.17600.20860.4112EP11→ZSL3.33010.26540.63180.1547EP12→HB02.33000.13510.45160.2388EP12→WD01.33000.50480.07820.0797EP12→WJB4.33010.21310.86500.3974EP12→ZSL3.33010.16920.09950.2757HB02→WD01.33000.07480.27500.6145WJB4→ZSL3.33010.02280.66650.0822§2.4自由網(wǎng)平差坐標序號點名緯度(D:M:S)經(jīng)度(D:M:S)橢球高(m)點位中誤差中誤差(m)中誤差(m)中誤差(m)1EP1127:48:35.73861N106:54:43.20029E885.92190.00090.00040.00040.00072EP1227:48:12.65638N106:54:10.59163E921.01250.00090.00040.00040.00073HB0227:48:21.16727N106:54:53.39854E882.10050.00180.00070.00080.00154WD0127:48:14.65514N106:54:51.77741E900.99190.00130.00060.00050.00105WJB427:49:09.46639N106:54:23.11418E897.42780.00160.00060.00070.00136ZSL327:48:48.35357N106:54:41.47344E892.25790.00140.00060.00060.0011§3二維平差§3.1平差參數(shù)迭代次數(shù):2

網(wǎng)的參考因子:0.9998

x向平移:-6.8022米y向平移:-113.2538米

比例:-7.5473ppm旋轉(zhuǎn):-0.7118秒§3.2平面距離平差值起點終點Nerror(m)中誤差(m)Eerror(m)中誤差(m)平距方位角中誤差(m)相對誤差EP11EP12-702.65500.0000-898.94800.00001140.9783231.98730.00001:HB02-451.05130.0009275.19560.0008528.3747148.61180.00121:WD01-651.13680.0007229.04720.0006690.2476160.61990.00091:WJB41043.20300.0007-540.57560.00071174.9444332.60730.00101:ZSL3388.77400.0007-43.82810.0006391.2367353.56800.00091:EP12HB02251.60370.00091174.14360.00081200.798777.90520.00121:WD0151.51820.00071127.99520.00061129.171087.38500.00091:WJB41745.85800.0007358.37240.00071782.260011.60000.00101:ZSL31091.42900.0007855.11990.00061386.523538.07820.00091:HB02WD01-200.08550.0010-46.14840.0009205.3385192.98780.00131:WJB4ZSL3-654.42890.0008496.74750.0008821.6054142.79950.00121:基線最弱邊相對中誤差起點終點Nerror(m)中誤差(m)Eerror(m)中誤差(m)平距方位角中誤差(m)相對誤差HB02WD01-200.08550.0010-46.14840.0009205.3385192.98780.00131:§3.3平面坐標序號點名NE中誤差(m)誤差橢圓中誤差(m)中誤差(m)E(m)F(m)ET(D:M:S)1EP11.8780.1350<已知>*************************2EP12.2230.1870<已知>*************************3HB02.8267.33060.00120.00110.0006142:17:210.00090.00084WD01.7412.18220.00090.00070.0005150:19:150.00070.00065WJB4.0810.55940.00100.00080.000748:06:050.00070.00076ZSL3.6520.30690.00090.00070.000631:08:520.00070.0006最弱點平面中誤差序號點名NE中誤差(m)誤差橢圓中誤差(m)中誤差(m)E(m)F(m)ET(D:M:S)3HB02.8267.33060.00120.00110.0006142:17:210.00090.0008§4高程擬合§4.1平差參數(shù)迭代次數(shù):2

網(wǎng)的參考因子:1549.3762

參考點:EP11

H=H0+A

A=7.68412§4.2擬合坐標點名正高(m)中誤差(m)EP11893.6060<已知>EP12928.7350<已知>HB02889.80410.0192WD01908.69560.0192WJB4905.13140.0192ZSL3899.96160.0192§5平差總結(jié)§5.1最終平面距離平差值起點終點Nerror(m)中誤差(m)Eerror(m)中誤差(m)平距方位角中誤差(m)相對誤差EP11EP12-702.65500.0000-898.94800.00001140.9783231.98730.00001:HB02-451.05130.0009275.19560.0008528.3747148.61180.00121:WD01-651.13680.0007229.04720.0006690.2476160.61990.00091:WJB41043.20300.0007-540.57560.00071174.9444332.60730.00101:ZSL3388.77400.0007-43.82810.0006391.2367353.56800.00091:EP12HB02251.60370.00091174.14360.00081200.798777.90520.00121:WD0151.51820.00071127.99520.00061129.171087.38500.00091:WJB41745.85800.0007358.37240.00071782.260011.60000.00101:ZSL31091.42900.0007855.11990.00061386.523538.07820.00091:HB02WD01-200.08550.0010-46.14840.0009205.3385192.98780.00131:WJB4ZSL3-654.42890.0008496.74750.0008821.6054142.79950.00121:基線最弱邊相對中誤差起點終點Nerror(m)中誤差(m)Eerror(m)中誤差(m)平距方位角中誤差(m)相對誤差HB02WD01-200.08550.0010-46.14840.0009205.3385192.98780.00131:§5.2最終坐標平差值點名xy正高(m)平面中誤差中誤差(m)中誤差(m)中誤差(m)EP11.8780.1350893.6060********************EP12.2230/r/

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(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預覽,若沒有圖紙預覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負責。
  • 6. 下載文件中如有侵權(quán)或不適當內(nèi)容,請與我們聯(lián)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。

評論

0/150

提交評論