导线测量平差4.2更新指南导线测量平差最近更新指南导线测量平差最近发布4.2版，主要增加或更新了以下功能：(如表格显示不正常，请刷新)一、表格输出。

表格输出到WORD，支持表格中的列向下错开半行(如方位角、边长)，所有表格输出到WORD后与软件中显示的样式一样。

如下表：导线严密平差计算表工程名称：附合及水准示例等级：城市二级点名观测角度(°' ")角度改正( " )方位角(°' ")边长观测值(m)边长改正数(mm)边长平差值(m)坐标X( m )Y( m )A3628.0226183.76481 57 25B227 25 590.223680.0166551.719129 23 25191.5590.28191.559194 04 310.783558.4536699.76443 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 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备注Wa = -4.32" Wx = 15.89mm Wy = -8.45mm测角中误差 = 1.241" Ws = 18.00mm 1/T = 1/102339计算者：杨运英校核者：日期：2003.08.28二、导线采用近似平差且方位角边长不进行反算时的表格样式。

原表格中显示的是坐标增量改正数，现增加了一个选项，可以选择显示改正后的坐标增量，以满足一些工程要求格式统一的要求。

导线平差计算表工程名称：附合及水准示例等级：城市二级点名观测角度(°' ")角度改正( " )方位角(°' ")边长观测值(m)改正前坐标增量改正后坐标增量坐标Δx(m)Δy(m)Δx(m)Δy(m)X( m )Y( m )A3628.0226183.76481 57 25B227 25 590.433680.0166551.719129 23 25191.559-121.563+148.045-121.563+148.045194 04 310.433558.4536699.76443 27 56158.448+115.000+108.999+115.000+109.0002197 57 410.433673.4526808.76461 25 38242.538+116.000+212.999+116.000+213.0003244 06 370.433789.4527021.764125 32 15172.046-99.999+140.000-99.999+140.0004118 53 230.433689.4537161.76464 25 39180.701+78.000+162.999+78.000+163.0005221 55 140.433767.4547324.763106 20 53234.480-65.999+225.000-65.999+225.0006102 59 010.433701.4547549.76429 19 54240.881+209.999+117.999+209.999+118.0007259 42 090.433911.4547667.764109 02 04211.568-69.000+200.000-69.000+200.0008115 55 480.433842.4547867.76444 57 52210.082+148.642+148.458+148.642+148.459C218 30 280.433991.0968016.22383 28 21D4045.4538491.275备注Wa = -4.32" Wx = 15.89mm Wy = -8.45mmΣD = 1842.303m Ws = 18.00mm 1/T = 1/102339计算者：杨运英校核者：日期：2003.08.28、坐标导线平差。

指使用全站仪直接观测坐标、高程的闭、附合导线，其中平面坐标完全差的分配方式可以选用“按边长”、“按坐标增量”、“坐标转换”等方式。

坐标导线平差计算表工程名级：城市二级点名坐标观测值边长( m )改正数坐标平差值备注X( m )Y( m )H( m )Vx(mm)Vy(mm)Vh(mm)X( m )Y( m )H( m )A3680.0166551.719365.458已知191.55913558.45326699.7641367.734-1.650.880.383558.4526699.765367.734158.44823673.45326808.7630366.683-3.02 1.610.643673.4506808.765366.684242.53833789.45477021.7615367.516-5.11 2.73 1.253789.4507021.764367.517172.04643689.45657161.7622367.966-6.60 3.53 1.563689.4507161.766367.968180.70153767.45877324.7607367.922-8.16 4.36 1.903767.4517324.765367.924234.48063701.46207549.7614368.054-10.18 5.44 2.473701.4527549.767368.056240.88173911.46337667.7577368.217-12.26 6.55 3.083911.4517667.764368.220211.56883842.46677867.7590367.058-14.097.53 3.543842.4537867.767367.062210.082B3991.11198016.2145366.78-15.908.50 4.003991.0968016.223366.784已知备注Wx = 15.90mm Wy = -8.50mm Ws = 18.03mmWh = -4.00mm ΣD = 1842.303m 1/T = 1/102183：杨运英校核者：日期：200四、单面单程水准记录计算已知点较密时线路中间也可以穿过已知点。

当含有中视时可以用于中平测量等，表格形式如下：水准测量记录计算表测线：仪器：观测：天气：地点：记录：点名水准尺读数视线高( m )计算高程( m )调整高程( m )备注后视(m)中视(m)前视(m)A 1.326363.654362.328362.328已知点1 1.638362.016362.0162 1.325362.329362.32930.968362.686362.6864 1.869 1.269364.254362.385362.3865 1.463 2.304363.413361.950361.9526 2.143 1.048364.508362.365362.3687 1.237363.271363.2748 2.346362.162362.165B 2.354 1.689365.177362.819362.823已知点9 1.624363.553363.55310 1.325 2.106364.396363.071363.073110.684 2.917362.163361.479361.48312 2.054 1.686362.531360.477360.48213 1.658360.873360.87814 1.834360.697360.70215 1.238 1.368362.401361.163361.17016 1.368361.033361.04017 1.691360.710360.717C 1.269361.132361.141已知点备注W(A-B) = -4.00mm W(B-C) = -9.00mm计算者：校核者：日期：不含有中视时可用于五等、等外水准等的记录、计算。

表格形式如下：水准测量记录计算表测线：仪器：观测：天气：地点：记录：点名水准尺读数高差(m)高差改正数(mm)高差平差值(m)高程( m )备注后视(m)前视(m)A 1.658328.326已知点-0.698+1.55-0.6961 1.691 2.356327.630+1.365+1.55+1.3672 2.1560.326328.996+0.521+1.55+0.52330.649 1.635329.519-0.969+1.55-0.9674 2.365 1.618328.551+1.681+1.55+1.6835 1.3640.684330.234+0.170+1.55+0.1726 2.348 1.194330.405+1.113+1.55+1.1157 2.345 1.235331.520+0.031+1.55+0.03380.657 2.314331.552-1.587+1.55-1.5859 1.658 2.244329.967+0.330+1.55+0.33210 1.635 1.328330.298+0.593+1.55+0.595B 1.042330.893已知点备注Wh = -17.00mm计算：校核：日期：部测量点设站，后视另一已知点，观测各碎部点，计算其坐标、高程，绘制图形并可输出到CAD。

式可以选用“斜距+天顶距”、“平距+高差”或“视距+天顶距”。

距+高差”方式表格如下：碎部测量记录后视：B 测站高程仪高：气：点名水平角(°' ")平距( m )高差( m )目标高( m )坐标高程( m )X( m )Y( m )1312 35 0682.325 1.235 1.31082.252996.531301.62223 05 2464.325 2.325 1.31024.0031059.679302.713156 36 2445.325-1.325 1.3957.860983.310299.064126 32 5662.356 2.325 1.3938.3211009.164302.715169 32 5686.3569.625 1.3928.874951.027310.016293 25 4092.365 4.382 1.31085.895966.040304.777104 23 5686.324 1.395 1.3925.6981043.944301.788102 36 5832.325-2.345 1.3972.7021017.313298.04916 32 5445.675-6.324 1.31021.7601040.158294.061068 32 5652.368-12.325 1.3979.0771048.007288.061142 38 5742.352-4.326 1.31001.7371042.316296.06复核：期：距”(或“斜距+天顶距”)表格如下：碎部测量记录后视：B 测站高程：指标差：0" 天气：点名水平角(°' ")视距( m )竖盘读数(°' ")目标高( m )平距( m )高差( m )坐标高程( m )X( m )Y( m )112 35 0646.2489 32 36 1.3546.240.39851975.2151960.967300.40 226 38 1245.3486 32 24 1.3745.17 2.74141985.7681957.126302.74 386 25 1275.3287 32 54 2.3275.18 2.27902049.7391943.622302.284152 35 1856.3292 45 120.3656.19-1.68232053.5632016.979298.325156 36 3682.3292 31 48 1.6482.16-3.89032076.3852030.258296.116158 32 5442.3688 32 06 1.6542.330.81262038.8072016.913300.817234 32 0639.3288 32 54 1.2339.29 1.14581993.4912038.752301.158263 12 4242.3289 32 54 2.6542.32-0.93641973.8242033.250299.069245 32 2456.3291 32 24 1.2156.28-1.34301980.2542052.702298.6610126 32 2442.2394 32 36 1.6441.97-3.59472041.5081993.826296.4111335 21 1885.3293 12 06 1.2485.05-4.61771920.2571970.415295.3812304 12 0030.2487 32 48 1.6530.18 1.02331970.3502005.656301.02记录：日期：标转换于同椭球的不同坐标系间进行转换。