導線點復測及加密計算表

1、導導線線點點坐坐標標計計算算表表點號觀測角()平差后觀測角()方位角()邊長坐標增量調(diào)整后坐標增量坐標備注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測=169448 46 D=3441.027m X=1217.289 Y=-2150.368f測=測-n180(a始a終)=10 fx=X-(X終-X始)=-0.017m fy=Y-(X終-X始)=0.035mf容=10n=30 f測f容 相對精度K=f/D=1/555061/17000 f=(fx2+

5、fy2)=0.038449509m測量： 計算： 復核： 監(jiān)理： 日期：導導線線點點坐坐標標計計算算表表點號觀測角()平差后觀測角()方位角()邊長坐標增量調(diào)整后坐標增量坐標備注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測=92909 20.17 D=1256.9625m X=1136.7819 Y=-239.3887f測=測-n180(a始a終)=2.69 fx=X-(X終-X始)=-0.0181m fy=Y-(X終-X始)=0.0303mf容=10n=24.49 f測f容 相對精度K=f/D=1/356191/17000 f

8、=(fx2+fy2)=0.03528828m測量： 計算： 復核： 監(jiān)理： 日期：導導線線點點坐坐標標計計算算表表點號觀測角()平差后觀測角()方位角()邊長坐標增量調(diào)整后坐標增量坐標備注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測=49040 44.6 D=1527.4452m X=1214.8246m Y=-47.3920mf測=測-n180(

10、a始a終)=2.49 fx=X-(X終-X始)=-0.0244m fy=Y-(X終-X始)=0.0160mf容=10n=20 f測f容 相對精度K=f/D=1/524251/17000 f=(fx2+fy2)=0.0291357m測量： 計算： 復核： 監(jiān)理： 日期：導導線線點點坐坐標標計計算算表表點號觀測角()平差后觀測角()方位角()邊長坐標增量調(diào)整后坐標增量坐標備注XYXYXY000000000000000000000000000000000000000000000000000000000000000000測=000000 D=00m X=00 Y=00f測=測-n180(a始a終)=0

11、0 fx=X-(X終-X始)=00m fy=Y-(X終-X始)=00mf容=10n=00 f測f容 相對精度K=f/D=1/001/17000 f=(fx2+fy2)=00m測量： 計算： 復核： 監(jiān)理： 日期：導導線線、水水準準控控制制點點復復測測成成果果比比較較表表序號點名設計成果（m）復測成果（m）成果比較情況（m）備 注縱坐標X(米）橫坐標Y(米）高程H(米)縱坐標X(米）橫坐標Y(米） 高程H（米）XYDH1N884423.912423.9120.000導線、水準起算點2GPS0993015468.825486727.067531.2953015468.825486727.09153

12、1.2920-0.0240.0240.003導線、水準檢核點3GPS1003015456.465486466.117567.1723015456.470486466.148567.172-0.005 -0.0310.0310.000導線、水準檢核點4GPS1103016462.700485645.5023016462.707485645.484-0.0070.0180.0190.000導線檢核點5N8423016389.501485272.438453.4223016389.501485272.438453.4040000.018導線、水準檢核點6N8413016374.598485066.7893016374.598485066.789000導線檢核點7N844338.583338.5690.014水準檢核點8N8453017599.500485406.083380.3553017599.500485406.083380.3490000.006導線、水準檢核點9N8463017665.849485202.533407.0073017665.849485202.533407.0070000.000導線、水準檢核點10NIV303018814.3