《导线测量记录表(含计算公式)-自动计算表格.xls》由会员分享,可在线阅读,更多相关《导线测量记录表(含计算公式)-自动计算表格.xls(6页珍藏版)》请在得力文库 - 分享文档赚钱的网站上搜索。
1、导导线线水水平平角角观观测测记记录录表表测盘目第测回水平角值第测回水平角值平均角值距离测量(m)平均距离(m)站位标度盘读数( )( )度盘读数( )( )( )端点号边长端点号边长I-04左I-05000 00 001284903060000012849041284904I-04I-05461.719I-04I-05461.721I-103128 49 031884904I-04I-103294.086右I-05180 00 04128490424000011284904I-04I-05461.723I-04I-103294.087I-103308 49 080084905I-04I-103
2、294.087I-103左I-04000 00 003221048060000032210483221050I-103I-04294.085I-103I-04294.087I-104322 10 483821048I-103I-104283.252右I-04179 59 58322105123959573221051I-103I-04294.088I-103I-104283.252I-104142 10 492021048I-103I-104283.251I-104左I-103000 00 001100131060000011001341100132I-104I-103283.254I-104
3、I-103283.255I-03110 01 311700134I-104I-03298.293右I-103180 00 03110013124000001100133I-104I-103283.255I-104I-03298.294I-03290 01 343500133I-104I-03298.294I-03左I-104000 00 001823645060000018236451823645I-03I-104298.291I-03I-104298.294I02182 36 452423645I-03I02437.926右I-104180 00 0018236462400002182364
4、4I-03I-104298.297I-03I02437.927I-02002 36 460623646I-03I02437.928I-02左I-03000 00 002000951060000020009522000952I-02I-03437.926I-02I-03437.927I-01200 09 512600952I-02I-01338.177右I-03179 59 59200095023959582000954I-02I-03437.927I-02I-01338.178I-01020 09 490800952I-02I-01338.179测量: 记录: 测量专监: 测量日期:腾腾冲冲至
5、至猴猴桥桥高高速速公公路路G8 水水准准点点测测量量记记录录表表施工单位:云南公投建设集团有限公司 合同号:TJ1监理单位:云南展旭公路工程咨询有限公司测点水准尺读数(m)视线高(m)测点高程(m)设计高程(m)高差(mm)备注后视前视I-041.6471381.1381379.491ZD11.7591.846ZD21.6141.872ZD31.6841.876ZD41.7271.738ZD51.8171.946I-1031.7511.911-0.941ZD61.6421.518ZD71.7161.532ZD81.7041.589ZD91.7321.476ZD101.6491.612I-104
6、2.1481.5430.924ZD112.3641.567ZD122.2471.602ZD132.2031.512ZD142.2371.479ZD152.4381.543I-031.5024.432测量: 记录(计算): 复核: 测量专监: 测量日期腾腾冲冲至至猴猴桥桥高高速速公公路路G8 水水准准点点测测量量记记录录表表施工单位:云南公投建设集团有限公司 合同号:TJ1监理单位:云南展旭公路工程咨询有限公司测点水准尺读数(m)视线高(m)测点高程(m)设计高程(m)高差(mm)备注后视前视I-031.973ZD161.7911.619ZD171.9471.547ZD182.2041.631Z
7、D192.1231.704ZD201.9861.637ZD211.9371.579ZD222.1041.678ZD231.8671.596ZD241.9421.589I-021.6781387.5293.616测量: 记录(计算): 复核: 测量专监: 测量日期腾腾冲冲至至猴猴桥桥高高速速公公路路G8 水水准准线线路路平平差差计计算算表表施工单位:云南公投建设集团有限公司 合同号:TJ1监理单位:云南展旭公路工程咨询有限公司点名测站数距离实测高差高差改正数改正后高差高程备注n(m)(m)(m)(m)(m)I-041379.4915310-0.9410.001-0.940fh=h-(HI-02-HI-04)I-1031378.55152900.9240.0010.925 =(-0.941+0.924+4.432+3.616)I-1041379.47653104.4320.0014.433 -(1387.529-1379.491)I-031383.90994503.6160.0043.620 =-7mmI-021387.529fh容=20L=23mmfh=-7 fh容=-23,精度满足四等水准测量要求。Vi=-fh/ni ni = -7/24 ni2413608.0310.0078.038测量: 记录(计算): 复核: 测量专监: 测量日期