小寨坝至流长二级公路四等水准测量平差报告_第1页
小寨坝至流长二级公路四等水准测量平差报告_第2页
小寨坝至流长二级公路四等水准测量平差报告_第3页
免费预览已结束,剩余2页可下载查看

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

1、小寨坝至流长二级四等水准测量平差报告控制网概况1计算软件:南方平差易2007网名:小寨坝至流长二级公路高程控制测量施测日期:2012-08-05 至 2012-08-19计算日期:2012-08-20观测人:许小飞记录人:叶辉计算者:许小飞2、高程基准:1956黄海高程系高程控制网等级:国家四等起始点高程:DQ01=845.6570(m)定权方式:按测站定权闭合差统计报告几何条件:闭合水准路径:DQ01-I036-I035-GPS10-I032-I031-I027-I026-I028-I025-I029-GPS8-I023-I022-I021-I020-I019-GPS7- GPS5-GPS4

2、-GPS3-I010-I009-I008-I006-I004-I003-I002-I001-GPS1-DQ01高差闭合差=-39.4(mm),限差=25V47.041=171.5(mm)每公里高差中误差 =0.006 (mm),限差=10(mm)路线长度=47.041(km)施测路线示意图:/卜奈士贝至流长一级公S&四等水准施$则路线丢童團DQO 1(己JU KSO«一、I03S I gs y&FS1O10 32 *10 31 *I 02 7roas IO2S10 £-9 *CFSS 41023I 02 210 21 IOZO y I O1 3 fGPM G

3、PS5 * &FS4 4 I O1O * J / GPSl3009 / J iooa /001I 00&1004 4LIO 03高差观测成果表测段起点号测段终点号测段距离(m)测段咼差(m)DQ01I036191.953023.41701036I035414.144531.72601035GPS10811.359061.5135GPS10I032708.57256.6130I032I031270.8250-10.6745I031I027573.7830-47.62451027I026249.1730-3.7205I026I028441.13857.9395I028I025479

4、.727013.2940I025I0292395.398552.6935I029GPS81311.7080-31.8895GPS8I0231097.848033.4885I023I022583.157533.0785I022I021237.621012.6480I021I020597.4720-21.9040I020I019334.6340-27.42851019GPS75685.2803-108.9053GPS7DQ0113261.2830-24.3042GPS5GPS42090.2015-39.5501GPS4GPS3580.1078-1.8681GPS3I010886.326421.23

5、50I010I009627.878419.5899I009I008736.501339.6439I008I006546.8221-11.2814I006I004966.444317.4649I004I003486.6973-1.8339I003I0021016.05529.7627I002I001317.6887-9.4089I001GPS11172.5974-21.9831GPS1GPS57969.0147-21.8336高程平差结果表点号咼差改正数(m)改正后高差(m)高程中误差(m)平差后高程(m)备注DQ010.0000845.6570已知点I0360.000323.41730.002

6、2869.0743I0360.0022869.0743I0350.000631.72660.0039900.8008I0350.0039900.8008GPS100.001161.51460.0059962.3154GPS100.0059962.315410320.00096.61390.0072968.929310320.0072968.9293I0310.0004-10.67410.0076958.2552I0310.0076958.2552I0270.0008-47.62370.0084910.6314I0270.0084910.6314I0260.0003-3.72020.008790

7、6.9113I0260.0087906.9113I0280.00067.94010.0092914.8514I0280.0092914.8514I0250.000613.29460.0097928.1460I0250.0097928.1460I0290.003252.69670.0115980.8427I0290.0115980.8427GPS80.0017-31.88780.0123948.9549GPS80.0123948.9549I0230.001533.49000.0128982.4449I0230.0128982.4449I0220.000833.07930.01301015.524

8、2I0220.01301015.5242I0210.000312.64830.01311028.1725I0210.01311028.1725I0200.0008-21.90320.01331006.2693I0200.01331006.269310190.0004-27.42810.0134978.841210190.0134978.8412GPS70.0076-108.89770.0139869.9435GPS70.0139869.9435DQ010.0176-24.28650.0000845.6570GPS50.0000924.2290GPS40.0075-39.54260.014488

9、4.6864GPS40.0144884.6864GPS30.0021-1.86600.0160882.8204GPS30.0160882.820410100.003221.23810.0179904.058610100.0179904.0586I0090.002319.59220.0190923.6507I0090.0190923.6507I0080.002739.64660.0200963.2974I0080.0200963.2974I0060.0020-11.27940.0206952.0179I0060.0206952.0179I0040.003517.46840.0214969.486

10、3I0040.0214969.4863I0030.0018-1.83210.0217967.6542I0030.0217967.6542I0020.00379.76640.0221977.4205I0020.0221977.4205I0010.0011-9.40780.0222968.0128I0010.0222968.0128GPS10.0042-21.97890.0221946.0339GPS10.0221946.0339GPS50.0287-21.80490.0000924.2290已知点控制点成果表点名X(m)Y(m)H(m)备注DQ01845.6570已知点I036869.0743I035900.8008GPS10962.31541032968.92931031958.2552I027910.6314I026906.9113I028914.8514I025928.1460I029980.8427GPS8948.9549I023982.4449I0221015.5242I0211028.1725I0201006.269310

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。

评论

0/150

提交评论