导线测量平差记录表

1、导线调整最近已更新导线调整最近4.2版主要加入或更新了以下功能：(如果表格显示不正确，请刷新)首先，表格输出。表输出到WORD，表中的列可以交错到方位角、边长等半行以下，并且支持所有表输出到WORD后在软件中显示的样式。下表：导线精确调整计算表专案名称：关连和楼层范例等级：城市次要地名观察角度(“)”角度修正(“)”方位角(“)”观察边长值(m)伪装校正数量(毫米)调整边长值(m)坐标X(m)Y(m)a3628.0226183.76481 57 25b227 25 590.223680.0166551.719129 23 25191.5590.28191.559194 04 310.78355

2、8.4536699.76443 27 56158.4480.33158.4482197 57 410.433673.4536808.76461 25 38242.5380.45242.5383244 06 370.153789.4537021.764125 32 15172.0460.29172.0464118 53 230.623689.4537161.76464 25 39180.7010.41180.7015221 55 140.453767.4547324.763106 20 53234.4800.41234.4806102 59 010.853701.4547549.76429 19

3、 55240.8810.30240.8817259 42 090.163911.4547667.764109 02 04211.5680.39211.5688115 55 480.563842.4547867.76444 57 53210.0820.37210.082c218 30 280.113991.0968016.22383 28 21d4045.4538491.275注释Wa=-4.32 Wx=15.89mm Wy=-8.45mm角度测量误差=1.241Ws=18.00mm 1/T=1/收银员：零活检查员：日期：2003.08.28第二，配线已近似调整，且方位角边长未逆向计算时的表格型

4、式。原始表格显示座标增量修正的数目，并加入了选项，以显示调整后的座标增量，以满足某些工程需求格式的统一需求。导线调整计算表格专案名称：关连和楼层范例等级：城市次要地名观察角度(“)”角度修正(“)”方位角(“)”观察边长值(m)修改前的坐标增量调整后的坐标增量坐标 x (m) y (m) x (m) y (m)X(m)Y(m)a3628.0226183.76481 57 25b227 25 590.433680.0166551.719129 23 25191.559-121.563148.045-121.563148.045194 04 310.433558.4536699.76443 27

5、56158.448115.000108.999115.000109.0002197 57 410.433673.4526808.76461 25 38242.538116.000212.999116.000213.0003244 06 370.433789.4527021.764125 32 15172.046-99.999140.000-99.999140.0004118 53 230.433689.4537161.76464 25 39180.70178.000162.99978.000163.0005221 55 140.433767.4547324.763106 20 53234.48

6、0-65.999225.000-65.999225.0006102 59 010.433701.4547549.76429 19 54240.881209.999117.999209.999118.0007259 42 090.433911.4547667.764109 02 04211.568-69.000200.000-69.000200.0008115 55 480.433842.4547867.76444 57 52210.082148.642148.458148.642148.459c218 30 280.433991.0968016.22383 28 21d4045.4538491

7、.275注释Wa=-4.32 Wx=15.89mm Wy=-8.45mm d=1842.303m ws=18.00mm 1/t=1/收银员：零活检查员：日期：2003.08.28第三，协调坐标导线。表示使用平面坐标完全不同的全站仪进行直接观测的坐标，包括“每侧长度”、“按坐标增量”和“按坐标变换”，以及高程的闭合附着导线。坐标导线调整计算表专案名称：等级：城市次要地名坐标观测边的长度(m)修改数字坐标平面差值注释X(m)Y(m)H(m)Vx(毫米)Vy(mm)Vh(mm)X(m)Y(m)H(m)a3680.0166551.719365.458已知191.55913558.45326699.76

8、41367.734-1.650.880.383558.4526699.765367.734158.44823673.45326808.7630366.683-3.021.610.643673.4506808.765366.684242.53833789.45477021.7615367.516-5.112.731.253789.4507021.764367.517172.04643689.45657161.7622367.966-6.603.531.563689.4507161.766367.968180.70153767.45877324.7607367.922-8.164.361.9037

9、67.4517324.765367.924234.48063701.46207549.7614368.054-10.185.442.473701.4527549.767368.056240.88173911.46337667.7577368.217-12.266.553.083911.4517667.764368.220211.56883842.46677867.7590367.058-14.097.533.543842.4537867.767367.062210.082b3991.11198016.2145366.78-15.908.504.003991.0968016.223366.784

10、已知注释Wx=15.90mm Wy=-8.50mm Ws=18.03mmwh=-4.00mmD=1842.303m 1/T=1/收银员：零活检查员：日期：2003.08.28四、单面单程液位记录计算已知点密集时，电路中间也可以通过已知点。中间视图可用于测量表格式的中间平面，例如：级别度量记录计算表测量线：仪器：观测：天气：位置：记录：地名色阶标尺读数视线高(m)计算高程(m)调整高度(m)注释后视(m)居中(m)前视图(m)a1.326363.654362.328362.328已知点11.638362.016362.01621.325362.329362.32930.968362.686362

11、.68641.8691.269364.254362.385362.38651.4632.304363.413361.950361.95262.1431.048364.508362.365362.36871.237363.271363.27482.346362.162362.165b2.3541.689365.177362.819362.823已知点91.624363.553363.553101.3252.106364.396363.071363.073110.6842.917362.163361.479361.483122.0541.686362.531360.477360.482131.65

12、8360.873360.878141.834360.697360.702151.2381.368362.401361.163361.170161.368361.033361.040171.691360.710360.717c1.269361.132361.141已知点注释W(A-B)=-4.00mm W(B-C)=-9.00mm计算者：检查者：日期：对第五等、其他级别等的记录、计算不包括在内。表格格式如下：级别度量记录计算表测量线：仪器：观测：天气：位置：记录：地名色阶标尺读数高差异(m)纠正高差异数量(毫米)垂直调整值(m)高程(m)注释后视(m)前视图(m)a1.658328.326已知点-0.6981.55-0.69611.6912.356327.6301.3651.551.36722.1560.326328.9960.5211.550.52330.6491.635329.519-0.9691.55-0.96742.3651.618328.5511.6811.551.68351.3640.684330.2340.1701.550.17262.3481.194330.4051.1131.551.11572.3451.235331.5200.0311.550.03380.6572.314331.552-1