东湖通道工程控制点联测技术报告新版.doc

东湖通道工程控制网联测技术报告编制单位：武汉市东湖通道工程第三项目部编制人： 审核人： 审批人： 编制时间： 四月二十五日 一 概述1二 执行规范2三 完毕工作量2四 既有资料收集3五 人员及仪器投入35.1 参与人员35.2 仪器及软件3六 首级控制网联测46.1 控制网测量规定46.1.1 平面控制46.1.2 高程控制56.2 平面控制网复测56.2.1 GPS观测56.2.2 基线解算及无约束平差66.2.3 约束平差96.3 首级高程控制网复测106.3.1 水准网布设106.3.2 水准观测116.4 检测成果评价126.4.1 平面控制成果126.4.2 高程控制成果评价136.4.3 总体评价13七 加密控制网测量14八 提交资料14一 概述1.1.1工程区位东湖通道工程起于二环线水东段主线高架桥（红庙立交）起点桩号为DBK0+000，止于鲁磨路与东湖东路交叉口处桩号为DHTDK5+260，横贯东湖风景名胜区，线路由红庙立交接线桥梁段、东湖隧道段、东湖东路亲水平台组成，全长6560m。如下图所示：图1工程区位图二 执行规范1、公路勘测规范（JTGC102023）；2、全球定位系统(GPS)测量规范（GB/T183142023）；3、工程测量规范（GB50026-2023）；4、国家一、二等水准测量规范（GB12897-2023）；三 完毕工作量1、完毕东湖通道二等控制点复测6个；2、完毕二等水准测量25km；四 既有资料收集由武汉市政工程设计研究院有限公司勘测设计院施测的成果资料见附近1、工程测量交接桩登记表经现场踏勘，现有控制点标石保存完好。控制点情况如下图2：图2五 人员时间及仪器投入5.1 参与人员时间为保证联测工作的顺利实行，项目共投入工程师3人，助理工程师5人，技术员及相关人员若干于2023年4月19日至20日2天完毕联测，测量时温度为21摄氏度微风。5.2 仪器及软件1、平面控制测量投入苏一光公司生产的SGS828型双频GPS接受机4台套。其静态平面标称精度为：2.5mm+1ppm ,高程标称精度为：5mm+2ppm。2、高程控制测量投入Leica DNA03数字水准仪1台，标称精度高程中误差0.3mm/km。 3、数据解决及平差计算投入笔记本电脑3台。4、GPS数据解决采用苏一光公司FOIF Geomatice Offfice数据后解决及平差软件。5、水准网的平差采用清华山维NASEW智能图文网平差软件。所有的仪器设备均经测绘仪器计量单位检定合格，并在有效期内，鉴定证书见附件。六 首级控制网联测6.1 控制网测量规定6.1.1 平面控制平面控制网检测的精度指标与基本技术规定按规范执行。具体的技术参数见以下两表：表6.1 各级GPS测量作业的基本技术规定 级别项目二等三等静态测量卫星高度角()1515时段长度（min）30902060同时观测有效卫星数（个）44数据采样间隔(S)10301030PDOP66表6.2 GPS测量的精度指标控制网级别最弱边相对中误差二等1/120230三等1/70000GPS观测的具体规定1、作业前对光学对点器进行了检查校正,统一设定了接受机参数；2、作业时天线严格置平对中，对中精度小于1mm；3、天线定向标志线指向正北；4、天线高每个时段观测前（开机前）、观测后（关机后）各量天线高一次。每次在相同的位置，从天线三个不同方向（间隔120）量取。两次量取误差不大于2mm时，取平均值记入观测手簿；5、测量手簿均在现场按作业顺序完毕记录； 6、天天及时将当天观测结果录入计算机，并拷贝成一式两份；7、数据文献均以观测日期为目录名进行存储和备份。6.1.2 高程控制高程控制网检测按规范执行，具体规定见下表：表6.3 水准测量的重要技术标准等级每千米高差全中误差（mm）路线长度（km）水准仪等级水准尺观 测 次 数往返较差或闭合差（mm）与已知点联测附合或环线二等2-DS1铟钢尺往返往返4表6.4 二等水准技术规定（水准尺为单面尺）项 目技术规定视 线 长 度 50m前 后 视 距 差1m前后视距累积差3m视线离地面最低高度0.5m基辅面（黑红）读数差0.5m基辅面（黑红）高差较差0.7m以上表中L为往返测段、附合或环线的水准路线长度，单位km。6.2 平面控制网复测6.2.1 GPS观测本项目根据测区地形和交通状况、采用的GPS作业方法、设计的基线、最短观测时间等因素综合考虑，编制了观测计划表，同时依据具体情况，进行实时调整。本项目按照规范中二等GPS网的重要技术规定进行测量。GPS控制网为网连方式构网。GPS控制网观测时如下图3：图46.2.2 基线解算及无约束平差天天及时下载观测原始数据，按规定剔除观测时间和观测质量不满足规定的卫星时段，然后用苏一光FGO数据后解决及平差软件进行了基线解算和检查。对不满足规定的基线进行了剔除和及时补测。解算结果如下表：表6.7 基线解算成果序号基线名DX(m)DY(m)DZ(m)距离中误差 (m)改正数 (m)改正数 (m)改正数 (m)改正数 (m)相对误差1DH02DH04.1141-1485.8622473.9003-1769.51872358.7210.0309-0.00850.03370.0188-0.0021: 763912DH02DH05.1141-2161.5749935.3936-2955.39053779.11370.02450.0147-0.0304-0.0194-0.00081: 1541213DH02T029.1132-645.1184449.766-1145.57561389.53620.0325-0.03440.10080.0591-0.00021: 427734DH02TD11.1141-2188.395325.2067-2031.91223003.9140.0291-0.03240.04680.02810.00971: 1030635DH04DH05.1135-675.7127461.4932-1185.87181440.78290.0242-0.01090.03980.02040.00111: 594476DH04DH05.1141-675.7127461.4932-1185.87181440.78290.02420.0255-0.065-0.0387-0.0011: 594477DH04T029.1133840.7438-24.1343623.94311047.25240.02840.0176-0.01-0.0030.01261: 369288DH04T029.1135840.7438-24.1343623.94311047.25240.02840.0178-0.0282-0.02080.00261: 369289DH04TD11.1132-702.5328-148.6937-262.3935764.53420.0224-0.00040.00770.0011-0.00151: 3405610DH04TD11.1133-702.5328-148.6937-262.3935764.53420.02240.0096-0.00030.0023-0.00961: 3405611DH04TD11.1141-702.5328-148.6937-262.3935764.53420.0224-0.0170.03620.0140.00381: 3405612DH05DH06.1135-1469.4993156.4446-1261.4511942.97760.01730.0166-0.0458-0.02970.0031: 11242713DH05DH06.1136-1469.4993156.4446-1261.4511942.97760.01730.0167-0.0451-0.0231-0.00131: 11242714DH05DH07.1136-2310.168548.8073-1688.24052861.71570.02040.0145-0.035-0.02570.00291: 14011115DH05DH07.1137-2310.168548.8073-1688.24052861.71570.0204-0.0039-0.0085-0.00750.00741: 14011116DH05DH07.1137-2310.168548.8073-1688.24052861.71570.02040.0244-0.0563-0.0286-0.00381: 14011117DH05DH08.1135-2779.8658690.1922-2995.77674144.71920.0150.0689-0.1477-0.0739-0.01741: 27686418DH05DH08.1143-2779.8658690.1922-2995.77674144.71920.015-0.00930.03280.0275-0.00821: 27686419DH05DH09.1142-2687.86871226.3566-3768.39384788.46320.0183-0.00380.02590.0209-0.00771: 26108320DH05DH10.1142-2726.29451458.2382-4151.73475176.48920.0187-0.00110.01540.0115-0.00431: 27608021DH05T029.11351516.4565-485.62751809.81492410.58170.02860.0206-0.0441-0.02490.00321: 8433322DH05TD11.1133-26.8202-610.1869923.47831107.18540.02060.0145-0.0394-0.02250.00261: 5369523DH05TD11.1134-26.8202-610.1869923.47831107.18540.02060.0259-0.0643-0.0340.00641: 5369524DH05TD11.1141-26.8202-610.1869923.47831107.18540.0206-0.04180.06010.0343-0.00351: 5369525DH06DH07.1136-840.6692-107.6373-426.7894948.92560.01750.0071-0.0098-0.01260.00051: 5425726DH06DH07.1137-840.6692-107.6373-426.7894948.92560.0175-0.00410.00550.0060.00031: 5425727DH06DH07.1137-840.6692-107.6373-426.7894948.92560.01750.0054-0.0121-0.0054-0.0011: 5425728DH06DH08.1135-1310.3665533.7475-1734.32572238.26550.0210.0373-0.0909-0.06880.00981: 10671629DH06TD11.11341442.6791-766.63152184.92932728.17950.02390.0082-0.0142-0.00140.00721: 11416930DH07DH08.1135-469.6973641.3849-1307.53621530.24220.02330.0368-0.0789-0.0519-0.00011: 6577831DH07TD11.11342283.3483-658.99422611.71883531.15110.02580.0023-0.00390.01160.01081: 13672532DH07TD11.11342283.3483-658.99422611.71883531.15110.0258-0.00090.0177-0.0025-0.00571: 13672533DH08DH09.114291.9971536.1644-772.6171944.91950.01560.0003-0.0084-0.00780.00161: 6070034DH08DH10.114253.5713768.046-1155.9581388.88570.0170.0062-0.011-0.01870.00971: 8193435DH09DH10.1142-38.4258231.8816-383.3409449.66190.0193-0.00430.00160.0037-0.00191: 2326536T029TD11.1132-1543.2766-124.5594-886.33661784.04330.0286-0.01260.02610.0205-0.00121: 6235837T029TD11.1133-1543.2766-124.5594-886.33661784.04330.02860.0309-0.0175-0.0045-0.02331: 62358表6.8 无约束平差结果序号点名纬度(D:M:S)经度(D:M:S)高程点位中误差中误差 (m)中误差 (m)中误差 (m)1DH0230:34:59.94355N114:22:55.99633E5.80360.0220.00830.00680.01922DH0430:33:53.20804N114:23:39.43951E5.58270.020.00570.00740.01783DH0530:33:08.50116N114:23:55.37767E4.91320.00950.00320.00340.00834DH0630:32:20.85108N114:24:43.15869E9.42480.01530.0060.00520.01315DH0730:32:04.79783N114:25:13.54466E7.46210.01780.00630.00550.01586DH0830:31:15.38775N114:25:19.64012E13.61290.01360.00560.00570.01097DH0930:30:46.35097N114:25:08.18427E9.08920.01670.00690.00760.01328DH1030:30:31.88353N114:25:05.90132E10.05570.01720.00690.00730.01399T02930:34:16.74997N114:23:11.07906E5.03420.02420.00720.01010.020810TD1130:33:43.31542N114:24:05.75250E5.43490.01670.00510.00550.015GPS控制网无约束平差网形图如下图5：图5经检查，本项目控制网中各基线的质量均通过同步环闭合差、异步环闭合差等检查。6.2.3 约束平差在WGS-84坐标系下对基线向量网进行三维无约束平差，求解各控制点在WGS-84坐标系中的三维空间坐标：然后反算出DH02-DH10的边长，并投影到椭球面，根据投影后边长和方位角，通过DH02计算DH10的坐标，然后在坐标系（114）中，以DH02和DH10作为起算点，进行二维约束平差，求得各点在坐标系（114投影高程面0米）中的坐标。约束平差后精度状况良好，其结果见下表：表6.9 东湖通道四标段控制网平差结果序号点名xy中误差 (m)误差椭圆中误差 (m)中误差 (m)E(m)F(m)ET(D:M:S)1DH023384890.968536600.618*2DH043382839.836537765.31640.01150.00880.0074137:11:540.00820.00813DH053381464.581538194.93160.00750.00590.00471:18:440.00590.00474DH063380001.784539473.77560.01090.00890.006412:00:220.00880.00655DH073379510.42540285.58630.01130.00910.0068179:24:230.00910.00686DH083377989.444540453.78040.00890.00730.005135:38:550.00660.00597DH093377094.117540151.68580.01070.00890.00637:18:500.0080.00728DH103376648.367540092.4706*9T0293383562.188537007.05240.0140.01110.0085126:41:120.00950.010210TD113382537.674538467.6140.01030.00790.0066171:15:120.00780.0067表6.10平面距离平差值起点终点dx中误差 (m)dy中误差 (m)平距方位角中误差 (m)相对误差DH02DH04-2051.1320.00821164.69840.00812358.7418150.41070.01151: 205403DH05-3426.3860.00591594.31360.00473779.148155.04720.00751: 502419T029-1328.7790.0095406.43440.01021389.5478162.99270.0141: 99284TD11-2353.2940.00781866.9960.00673003.9415141.57310.01031: 291719DH04DH05-1375.2550.0066429.61520.00751440.7967162.65170.011: 143859T029722.35230.0084-758.26410.01061047.2618313.61060.01351: 77500TD11-302.16210.0067702.29760.0077764.5416113.27970.01021: 75016DH05DH06-1462.7970.00691278.8440.00491942.992138.83860.00841: 230017DH07-1954.1620.00722090.65470.00522861.7451133.06730.00891: 320231DH08-3475.1370.00652258.84870.00564144.7528146.9760.00861: 479879DH09-4370.4640.0081956.75420.00734788.5119155.88090.01081: 443058DH10-4816.2140.00591897.5390.00475176.5407158.49610.00751: 688205T0292097.60710.0083-1187.8790.01012410.6042330.4770.01311: 183828TD111073.09280.006272.68240.00551107.196414.25760.00821: 135702DH06DH07-491.36440.0069811.81070.0054948.9339121.18520.00881: 107944DH08-2023.340.0089980.00470.00682238.2852154.0340.01121: 202325TD112535.89010.0084-1006.1620.00652728.2045338.35840.01061: 256183DH07DH08-1520.9750.0093168.1940.0071530.2469173.68970.01161: 131838TD113027.25450.0086-1817.9720.00683531.1886329.01370.0111: 321933DH08DH09-895.32730.0069-302.09450.0068944.919198.6450.00971: 97080DH10-1341.0770.0066-361.30980.00591388.8962195.07850.00891: 155917DH09DH10-445.74990.008-59.21520.0072449.6659187.56710.01071: 41840T029TD11-1024.5140.00861460.56160.01051784.06125.04780.01361: 1314256.3 首级高程控制网复测6.3.1 水准网布设根据工程实际情况，拟定BMT1、DB8为已知点，布设二等符合水准路线，从DB8出发，沿途联测DH8、B、DH7、BMT9、DH6、A、DB7、DH5、DB5、DH4、DH3、DB3、DH2，共计15个点，水准路线长度12.67km。水准路线示意图如下图6：图66.3.2 水准观测水准测量选用的仪器为DNA03自动安平数字水准仪配3m铟钢条码水准尺，该仪器的标称精度为每千米水准测量高差中数偶尔中误差0.3mm。水准测量时如下图7：水准外业观测结束后，进行内业计算。6.4 检测成果评价6.4.1 平面控制成果计算平面坐标成果与原有首级控制点成果具体比较情况见下表：表6.11 平面坐标比较表点名武汉市政设计院控制点平面坐标复测控制点平面坐标差值北坐标X(m)东坐标Y(m)北坐标X(m)东坐标Y(m)X(mm)Y(mm)S(mm)DH023384890.9676 536600.6180 起算点DH043382839.8451 537765.3155 3382839.8361 537765.3164 -9.0 0.9 9.0 DH053381464.5914 538194.9339 3381464.5813 538194.9316 -10.1 -2.3 10.4 DH063380001.7931 539473.7777 3380001.7839 539473.7756 -9.2 -2.1 9.4 DH073379510.4240 540285.5894 3379510.4195 540285.5863 -4.5 -3.1 5.5 DH083377989.4430 540453.7805 3377989.4441 540453.7804 1.1 -0.1 1.1 DH093377094.1098 540151.6835 3377094.1169 540151.6858 7.1 2.3 7.5 DH103376648.3670 540092.4706 起算点从上表可看出，北坐标X较差最大值为-10.1mm，东坐标Y较差最大值为-3.1mm。平面控制点复测成果显示，原有C级GPS控制点精度状况良好，技术指标符合规范规定，成果满足规范规定。6.4.2 高程控制成果评价东湖通道工程高程平差采用清华三维EPSW进行水准网平差计算。经整体平差后，每公里高差中数偶尔中误差为0.28mm1mm，每公里高差中数全中误差为1.94mm2mm，精度均满足规范规定。水准路线往返差为7.5mm。检测计算高程成果与原有二等水准控制点成果相比较，高程较差最大值相差7mm，较差最小值相差0.4mm，具体比较情况见下表：表6.12 高程检测结果比较表点号联测高程原高程差值mmmmDB830.6215 起算点DH830.0630 30.0626 0.4 B22.9811 22.9799 1.2 DH723.8954 23.8934 2.0 BMT926.3477 26.3450 2.7 DH625.8567 25.8532 3.5 A28.3946 28.3894 5.2 DB728.5162 28.5092 7.0 DH521.4031 21.3970 6.1 DB521.8046 21.7983 6.3 DH421.9950 21.9910 4.0 DH321.3689 21.3703 -1.4 DB321.6749 21.6763 -1.4 DH222.4420 22.4442 -2.2 BMT123.1395 起算点高程检测结果显示，原有工程控制网二等水准点精度良好,各项技术指标满足规范规定。6.4.3 总体评价本次联测， GPS基线向量为WGS-84坐标系，GPS网平面平差成果为北京2023坐标系坐标，高程系统采用1985国家高程基准，仪器完全满足相应观测精度规定，数据解决的软件符合规定，解决的项目齐全，起算数据对的。最终平差计算成果技术指标到规范规定。根据本次复测所得的坐标值及高程值与原设计院所交坐标值及高程值比较可得所交平面点及高程点均满足限差规定。可以继续使用，坐标仍采用设计院提供的坐标值。七 提交资料1、技术报告2、武汉市政工程设计研究院有限公司勘测设计院施测的成果资料3、控制点检测成果比较表（表6.11，表6.12）4、仪器鉴定证书