导线点复测及加密计算表

1、导导线线点点坐坐标标计计算算表表点号观测角()平差后观测角()方位角()边长坐标增量调整后坐标增量坐标备注XYXYXYN8833014781.603487346.600110242N884-01165440016543593015172.195487422.8413564641347.5070.0017346.958-0.0035-19.531346.960-19.535ZD1-017139447139433015519.155487403.3062482624272.6970.0013-100.209 -0.0028-253.617-100.208-253.620ZD2-0120817292

2、0817283015418.947487149.6862764352425.5240.002149.876-0.0043-422.59149.878-422.595GPS099-01170332917033283015468.825486727.0912671720261.2320.0013-12.356-0.0027-260.940-12.355-260.943GPS100-01214471821447173015456.470486466.1483020437541.6610.0027287.653-0.0055-458.969287.656-458.975ZD3-012223935222

3、39343015744.126486007.1733444411332.8110.0016321.071-0.0034-87.616321.073-87.619ZD4-01120553112055303016065.199485919.5542853941531.5260.0026143.486-0.0054-511.792143.489-511.797ZD5-01297263229726313016208.688485407.757430612347.9100.0017254.017 -0.0035237.732254.019237.727GPS110-0135473935473830164

4、62.707485645.4842585350380.159 0.0011-73.207-0.0019-373.044-73.206-373.046N842-01186572918657283016389.501485272.4382655118N8413016374.598485066.789测=169448 46 D=3441.027m X=1217.289 Y=-2150.368f测=测-n180(a始a终)=10 fx=X-(X终-X始)=-0.017m fy=Y-(X终-X始)=0.035mf容=10n=30 f测f容 相对精度K=f/D=1/555061/17000 f=(fx2+

5、fy2)=0.038449509m测量： 计算： 复核： 监理： 日期：导导线线点点坐坐标标计计算算表表点号观测角()平差后观测角()方位角()边长坐标增量调整后坐标增量坐标备注XYXYXYN8423016389.501485272.438785356.4GPS110-0.341180527.451180527.113016462.700485645.502165923.51263.7100.0040252.20080.009777.0567252.20577.066ZD6-0.321112941.81112941.43016714.905485722.568308294.99222.5970

6、.0022138.5235-0.0220-174.2433138.526-174.265ZD7-0.592032243.552032242.963016853.431485548.3033315147.9142.9280.0020126.0372-0.0085-67.4013126.039-67.410ZD8-0.622150637.552150636.933016979.470485480.89365824.8894.0690.001593.37340.001411.421193.37511.423ZD9-0.471634343.171634342.73017072.845485492.31

7、6350427.57533.6580.0084526.6469-0.0109-86.2219526.655-86.233N845-0.341172106.65117216.313017599.500485406.083288313.88N8463017665.849485202.533测=92909 20.17 D=1256.9625m X=1136.7819 Y=-239.3887f测=测-n180(a始a终)=2.69 fx=X-(X终-X始)=-0.0181m fy=Y-(X终-X始)=0.0303mf容=10n=24.49 f测f容 相对精度K=f/D=1/356191/17000 f

8、=(fx2+fy2)=0.03528828m测量： 计算： 复核： 监理： 日期：导导线线点点坐坐标标计计算算表表点号观测角()平差后观测角()方位角()边长坐标增量调整后坐标增量坐标备注XYXYXYN8463017665.849485202.5331080313.88N845-0.661304131.251304130.593017599.500485406.083584444.47449.6120.0047233.27560.1296384.3611233.280384.491ZD10-0.47933238.22933237.753017832.780485790.5743321722.2

9、733.71290.0130649.5622-0.1151-341.1796649.575-341.295ZD11-0.98192272.03192271.063018482.355485449.2793444423.2344.12030.0067331.9868-0.0305-90.5735331.993-90.604N30-0.37735933.12735932.753018814.349485358.6752384356N8473018661.587485107.107测=49040 44.6 D=1527.4452m X=1214.8246m Y=-47.3920mf测=测-n180(

10、a始a终)=2.49 fx=X-(X终-X始)=-0.0244m fy=Y-(X终-X始)=0.0160mf容=10n=20 f测f容 相对精度K=f/D=1/524251/17000 f=(fx2+fy2)=0.0291357m测量： 计算： 复核： 监理： 日期：导导线线点点坐坐标标计计算算表表点号观测角()平差后观测角()方位角()边长坐标增量调整后坐标增量坐标备注XYXYXY000000000000000000000000000000000000000000000000000000000000000000测=000000 D=00m X=00 Y=00f测=测-n180(a始a终)=0

11、0 fx=X-(X终-X始)=00m fy=Y-(X终-X始)=00mf容=10n=00 f测f容 相对精度K=f/D=1/001/17000 f=(fx2+fy2)=00m测量： 计算： 复核： 监理： 日期：导导线线、水水准准控控制制点点复复测测成成果果比比较较表表序号点名设计成果（m）复测成果（m）成果比较情况（m）备 注纵坐标X(米）横坐标Y(米）高程H(米)纵坐标X(米）横坐标Y(米） 高程H（米）XYDH1N884423.912423.9120.000导线、水准起算点2GPS0993015468.825486727.067531.2953015468.825486727.09153

12、1.2920-0.0240.0240.003导线、水准检核点3GPS1003015456.465486466.117567.1723015456.470486466.148567.172-0.005 -0.0310.0310.000导线、水准检核点4GPS1103016462.700485645.5023016462.707485645.484-0.0070.0180.0190.000导线检核点5N8423016389.501485272.438453.4223016389.501485272.438453.4040000.018导线、水准检核点6N8413016374.598485066.7893016374.598485066.789000导线检核点7N844338.583338.5690.014水准检核点8N8453017599.500485406.083380.3553017599.500485406.083380.3490000.006导线、水准检核点9N8463017665.849485202.533407.0073017665.849485202.533407.0070000.000导线、水准检核点10NIV303018814.3