附合导线测量 数据处理程序

1、1 1角角度度改改正正数数按按照照角角度度闭闭合合差差合合理理分分配配即即可可，其其余余各各项项无无须须解解释释。2 2各各列列要要求求保保留留的的小小数数位位数数，通通过过格格式式- -单单元元格格设设定定，再再利利用用格格式式刷刷的的方方式式解解决决。附附和和导导线线坐坐标标计计算算表表1 1点号观测角()坐标方位角() 角度改正数 改正后的角()坐标方位角()n1269.7475269.7475n289551389.9202778 179.667778-0.002589.9177778 179.66527871802419180.405278 180.073056 -0.00277781

2、80.4025 180.06777861754750175.797222 175.870278-0.0025175.794722 175.862581992720199.455556 195.325833 -0.0027778 199.452778 195.315278n375491775.8213889 91.14722-0.002575.8188889 91.13417n491.1341791.13417和721.399722-0.0105556 721.3866670已知12694451269.7475已知2918391.1341667角度闭和差(度)0.01305556限差()角度闭和

3、差(秒)4789.4427191附附和和导导线线坐坐标标计计算算表表2 2点号观测角()坐标方位角() 角度改正数 改正后的角()坐标方位角()n10269.7475269.7475n21784215178.704167 268.451667 0.00166667 178.705833 268.45333311813141181.528056 269.979722 0.00166667 181.529722 269.98305628925089.4166667 179.396389 0.00138889 89.4180556 179.40111131802839180.4775 179.873

4、889 0.00166667 180.479167 179.8802781014742147.067222 146.941111 0.00166667 147.068889 146.94916791244144124.695556 91.6366667 0.00166667 124.697222 91.646388982833948283.663333195.30.00166667283.665195.311389n375491775.8213889 91.12139 0.00138889 75.8227778 91.13417n491.1341791.13417和811.7250.00805

5、556 811.7330560已知12694451269.7475已知2918391.1341667角度闭和差(度)-0.0127778限差()角度闭和差(秒)-4689.4427191附附和和导导线线坐坐标标计计算算表表3 3点号观测角()坐标方位角() 角度改正数 改正后的角()坐标方位角()n1269.7475269.7475n21784215178.704167 268.451667 -0.0030556 178.701111 268.44861111813141181.528056 269.979722 -0.0030556181.525269.97361128925089.4166

6、667 179.396389 -0.0027778 89.4138889 179.38753145122145.022778 144.419167 -0.0027778145.02144.407541094848109.81333374.2325-0.0030556 109.810278 74.217777852111135211.193056 105.425556 -0.0030556211.19105.40777862502730.5250.458472 175.884028 -0.0030556 250.455417 175.86319481992720199.455556 195.33

7、9583 -0.0030556199.4525 195.315694n375491775.8213889 91.16097 -0.0027778 75.8186111 91.13431n491.1341791.13417和1441.41347-0.0266667 1441.38681 0.00013889已知12694451269.7475已知2918391.1341667角度闭和差(度)0.02680556限差()角度闭和差(秒)96.5120距离(m)X(M)Y(M)X(M)Y(M)X(m)Y(m)&y(mm)&y(mm)64.383-64.381901 0.3761236

8、6 -64.360538 0.37682792 2229.1063265.64621.36343414 0.70426442145.144-45.143968 -0.0534029 -45.128989 -0.0529091 2164.74546 3266.0228314.97958888 0.49381533958.043-57.891727 4.1878171 -57.872467 4.18845202 2119.61647 3265.9699219.259708430.6349132520.477-19.749801 -5.4085949 -19.743006 -5.4083709 20

9、61.74401 3270.158376.794635866 0.2239911552042.0013264.75188.047-187.167-0.89806-187.105-0.896-187.105-0.896坐标闭和差-0.0624-0.002060062.39736733 2.056984165全长闭和差(m)0.06243126全长相对闭和差1/ 3012.064631/2000距离(m)X(M)Y(M)X(M)Y(M)X(m)Y(m)&x(mm)&y(mm)64.91-1.7519954 -64.886352 -1.7582775 -64.864892 2229.

10、1063265.646-6.2821209321.4599593443.971-0.0130038 -43.970998 -0.0172594 -43.956461 2227.34772 3200.78111-4.2556022114.5372958356.638-56.634906 0.59200261 -56.640388 0.61072776 2227.33046 3156.82465-5.4815400618.7251452387.529-87.528809 0.18289582 -87.53728 0.21183387 2170.69008 3157.43538-8.47123344

11、28.9380493122.073-18.501302 12.0382367 -18.503439 12.0455343 2083.1528 3157.64721-2.136269537.297576374100.466-2.8864839 100.424526 -2.8962072 100.457741 2064.64936 3169.69274-9.7233024333.2151636920.477-19.750168 -5.4072544 -19.75215 -5.4004844 2061.75315 3270.15048-1.981805436.7699212352042.001326

12、4.75396.064-187.067-1.02694-187.105-0.896-187.105-0.896坐标闭和差0.038332-0.130940-4.4E-14-38.331874130.943111全长闭和差(m)0.13643838全长相对闭和差1/ 2902.878261/2000距离(m)X(M)Y(M)X(M)Y(M)X(m)Y(m)&x(mm)&y(mm)64.91-1.7573432 -64.886207 -1.7592034 -64.863616 2229.1063265.646-1.8602110522.5911500644-0.0202652 -4

13、3.999995 -0.0215262 -43.984682 2227.3468 3200.78238-1.2609657415.3136743656.638-56.634764 0.60545671 -56.636387 0.62516889 2227.32527 3156.7977-1.6231494919.712179281 1角角度度改改正正数数按按照照角角度度闭闭合合差差合合理理分分配配即即可可，其其余余各各项项无无须须解解释释。2 2各各列列要要求求保保留留的的小小数数位位数数，通通过过格格式式- -单单元元格格设设定定，再再利利用用格格式式刷刷的的方方式式解解决决。附附和和导导线

14、线坐坐标标计计算算表表1 1附附和和导导线线坐坐标标计计算算表表2 2附附和和导导线线坐坐标标计计算算表表3 351-41.472025 29.6828431 -41.473486 29.700593 2170.68888 3157.42287-1.4615739317.7499407322.6116.14977768 21.7586203 6.14912969 21.7664897 2129.2154 3187.12346-0.64799317.8694884359.16-15.718042 57.0337509 -15.719738 57.0543409 2135.36453 3208.88995-1.6954257520.5899312558.043-57.891778 4.18711543 -57.893441 4.20731661 2119.64479 3265.9443-1.6634144220.2011727520.477-19.749761 -5.4