附合導(dǎo)線測量 數(shù)據(jù)處理程序

1、1 1角角度度改改正正數(shù)數(shù)按按照照角角度度閉閉合合差差合合理理分分配配即即可可，其其余余各各項(xiàng)項(xiàng)無無須須解解釋釋。2 2各各列列要要求求保保留留的的小小數(shù)數(shù)位位數(shù)數(shù)，通通過過格格式式- -單單元元格格設(shè)設(shè)定定，再再利利用用格格式式刷刷的的方方式式解解決決。附附和和導(dǎo)導(dǎo)線線坐坐標(biāo)標(biāo)計(jì)計(jì)算算表表1 1點(diǎn)號觀測角()坐標(biāo)方位角() 角度改正數(shù) 改正后的角()坐標(biāo)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角度閉和差(度)0.01305556限差()角度閉和

3、差(秒)4789.4427191附附和和導(dǎo)導(dǎo)線線坐坐標(biāo)標(biāo)計(jì)計(jì)算算表表2 2點(diǎn)號觀測角()坐標(biāo)方位角() 角度改正數(shù) 改正后的角()坐標(biāo)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角度閉和差(度)-0.0127778限差()角度閉和差(秒)-4689.4427191附附和和導(dǎo)導(dǎo)線線坐坐標(biāo)標(biāo)計(jì)計(jì)算算表表3 3點(diǎn)號觀測角()坐標(biāo)方位角() 角度改正數(shù) 改正后的角()坐標(biāo)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角度閉和差(度)0.02680556限差()角度閉和差(秒)96.5120距離(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坐標(biāo)閉和差-0.0624-0.002060062.39736733 2.056984165全長閉和差(m)0.06243126全長相對閉和差1/ 3012.064631/2000距離(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坐標(biāo)閉和差0.038332-0.130940-4.4E-14-38.331874130.943111全長閉和差(m)0.13643838全長相對閉和差1/ 2902.878261/2000距離(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角角度度改改正正數(shù)數(shù)按按照照角角度度閉閉合合差差合合理理分分配配即即可可，其其余余各各項(xiàng)項(xiàng)無無須須解解釋釋。2 2各各列列要要求求保保留留的的小小數(shù)數(shù)位位數(shù)數(shù)，通通過過格格式式- -單單元元格格設(shè)設(shè)定定，再再利利用用格格式式刷刷的的方方式式解解決決。附附和和導(dǎo)導(dǎo)線

14、線坐坐標(biāo)標(biāo)計(jì)計(jì)算算表表1 1附附和和導(dǎo)導(dǎo)線線坐坐標(biāo)標(biāo)計(jì)計(jì)算算表表2 2附附和和導(dǎo)導(dǎo)線線坐坐標(biāo)標(biāo)計(jì)計(jì)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