工程测量实习个人报告.docx

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1、工程测量勘测实习个人报告目录第一周控制测量1水准点高程测量记录表2导线点高程测量计算表3导线点坐标计算表第二周地形测量4碎部点观测记录表（节选一页，每人不同）第三周线路测定5综合要素计算及里程推算资料6线路中桩坐标计算7中线放样数据计算表8纵横面图9横断面图（二个横断面，含观测数据表及横断面方向测定）小结第一周控制测量1水准点高程测量记录表BM1到BM2水准测量记录及计算表测点后视（m）前视(m)高差（m）测站距离高程改正后高程BM11.804+-77.334.01334.0130.576ZD1

2、1.4791.22883.50.184ZD21.5571.29571.50.283ZD31.3591.27472.10.121ZD41.3341.48055.50.296ZD51.4051.63050.70.179BM21.4501.58473.334.4634.0120.002ZD61.5241.45264.90.026ZD71.4381.55063.60.008ZD81.4751.43071.50.065ZD91.4401.54075.50.015ZD101.4351.42572.50.09

3、5ZD111.1981.34070.50.477BM21.67534.00834.013∑18.89818.9031.1611.166辅助计算BM1与E点往返测测站BM1读数（m）E点读数（m）两点高差（m）11.6721.4750.19721.7201.5230.197视距记录及计算测站数上丝读数（m)下丝读数（m）视距（m）测站距离（m）测站11.9001.1602977.31.4720.98948.3测站21.6851.2754183.51.5051.08042.5测站31.7161.39

4、232.471.51.4701.07939.1测站41.5211.19033.172.11.6701.28239测站51.4751.19028.555.51.7651.49527测站61.5251.2852450.71.7151.44826.7测站71.6551.24441.173.31.6121.29032.2测站81.6701.3802964.91.7291.37035.9测站91.6221.25137.163.61.5151.25026.5测站101.6401.30533.571.51.7

5、301.35038测站111.6401.24539.575.51.6051.24536测站121.6151.25036.572.51.5201.16036测站131.3651.03033.570.51.8601.49037水准测量导线点高程2导线点高程测量计算表三角高程高差测量及计算三角高程高差测量的结果测站往返测平均高差高程(m)E0.06934.21F34.2790.237A34.5160.212B34.7290.356C35.084-0.564D34.52-0.31E34.21水准测量导线

6、点高程3导线点坐标计算表闭合导线坐标计算控制测量导线点坐标控制测量导线点坐标导线点三维坐标(m)XYZA806.188496.35634.516B718.906353.76734.729C584.978345.62335.084D507.842467.82434.52E560.162579.02834.21F718.47585.57334.279第二周地形测量4碎部点观测记录表（节选一页，每人不同）编号XYZTQ1748.289415.53234.527TQ2740.187406.56534.5

7、69TQ3725.338393.67134.696TQ4732.421399.32534.624TQ5726.223393.02234.690TQ6732.908398.27434.627TQ7718.129388.57435.096TQ8720.958384.42834.791TQ9717.758382.72835.097TQ10710.613383.91236.741TQ11712.801379.65834.787TQ12704.867375.01834.833TQ13696.117371.

8、62334.834TQ14687.498368.40534.872TQ15678.509365.95435.107TQ16683.320362.11334.882TQ17682.461365.87934.872TQ18677.419360.81735.114TQ19676.088365.71935.108TQ20669.878364.19436.887TQ21670.692359.05634.877TQ22660.943357.85434.849TQ23651.360357.08335.003T