ECEL导线平差计算综合程序表格文件下载.xls

ECEL导线平差计算综合程序表格文件下载.xls

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目录水平角与平距计算竖直角与斜距计算附和导线计算闭合导线计算无定向附和导线计算单三角锁平差计算三角网平差计算三角高程计算方位角计算无定向附合导线严密平差设计文献三角高程测量及其新方法计算原理三角网导线平差计算文献说明：

@#@除支导线外其余计算方式均以左角计算导导线线测测角角、测测距距计计算算表表测站测点测回水平度盘读数观测方向角平均值边长正镜倒镜正镜倒镜T6T8100100.00278180010180.00277780.00277777800010710739177.988177.98329001190.0030627004270.001111190.00208333900008710737177.987177.984T1117175271.13111251746251.129444471.13027778710749710738236.950236.9492161748161.13000341741341.1280556161.12902781610745236.946236.950T8T11100110.0030618008180.00222220.00263888900010654031246.050246.05429001090.0027827005270.001388990.00208333900008654034246.052246.052T6165404265.678332454038245.677222265.67777778654040654032177.984177.98421554046155.679443354037335.6769444155.67819441554042177.984177.984T11T6100100.00278180010180.00277780.00277777800010431143236.946236.94629001090.00278270012270.003333390.00305556900011431138236.947236.948T8143115243.197782231154223.198333343.19805556431153431141246.046246.04621331150133.197223131148313.1966667133.19694441331149246.047246.046T112100100.00278180011180.00305560.002916667000112024929228.604228.60729001190.00306270012270.003333390.003194449000122024923228.606228.607T812024937202.8269422494122.82805556202.827520249392024926246.053246.05522924935292.826391124933112.8258333292.82611112924934246.052246.056T8T11100100.0027818005180.00138890.002083333000081393550246.051246.05229001090.00278270013270.003611190.003194449000121393550246.051246.053T911393558139.599443193557319.5991667139.599305613935581393550214.737214.7362229360229.600004936349.60083333229.60041672293602214.737214.736T9T810090.0025018005180.00138890.00194444400007455704214.737214.73829001090.0027827008270.002222290.0025900009455704214.737214.737T6145571545.95417225577225.951944445.95305556455711455704237.948237.94921355714135.953893155711315.9530556135.95347221355713237.949237.952T6T9100100.0027818006180.00166670.002222222000081312301237.944237.94429001090.00278270013270.003611190.003194449000121312257237.943237.94341131237131.385283112311311.3863889131.385833313123091312259237.026237.0262221236221.3850041231041.38611111221.38555562212308237.023237.0234T610090.00250180010180.00277780.002638889000102001122237.021237.0242900990.0025027002270.000555690.001527789000062001119237.023237.023512001133200.1925020113020.19166667200.192083320011322001121228.549228.55022901124290.190001101125110.1902778290.19013892901125228.548228.5525410090.0025018009180.00250.0025000092373058228.548228.55029001090.00278270011270.003055690.002916679000112373057228.550228.549612373111237.519725731257.51722222237.518472223731072373057219.606219.6052327319327.51917147316147.5183333327.518753273108219.606219.60565100100.0027818009180.00250.002638889000102031556219.607219.60629001090.00278270015270.004166790.003472229000132031547219.607219.608B11203168203.268892316323.2675203.268194420316062031552187.384187.3812293162293.267221131557113.2658333293.26652782931600187.385187.381B13100110.0030618008180.00222220.0026388890001055743187.379187.3822900990.00250270013270.003611190.0030555690001155749187.377187.382T9T8导导线线测测角角、测测距距计计算算表表测站测点测回水平度盘读数观测方向角平均值边长正镜倒镜正镜倒镜A11557515.964171855753185.96472225.9644444445575255746202.601202.60329558095.966672755759275.966388995.96652778955800202.598202.602手动输入B1导导线线测测角角、测测距距计计算算表表测站测点测回水平度盘读数观测方向角平均值边长正镜倒镜正镜倒镜平均值177.9855236.94875246.052177.984236.94675246.04625246.052875214.736875237.9465237.023625228.5495219.60625187.381375平均值202.601平均值附合导线平差计算工程名称：

@#@测量项目：

@#@测站观测角改正数方位角边长坐标增量（m）调整后坐标增量值（m）坐标测站左V左aD（m）xyxyXYA10634472937071.783490049.067AB154.080508042522937009.305490258.915B238.67238.5114235.544038.515235.544C205.051301054852937047.820490494.459C201.175-54.7813193.5730-54.778193.573D137.29560631812936993.042490688.032D142.85564.1872127.623064.189127.623E229.1438011232392937057.231490815.655E165.521-63.4593152.8720-63.456152.872F139.34170726.552936993.775490968.528F231.30571.0344220.127071.038220.127G126.363001843252937064.814491188.655GH2937292.479491265.820H992839-1979.52755.49216929.740055.508929.740角度闭合差改正计算：

@#@坐标增量闭合差计算：

@#@导线相对闭合差计算：

@#@测-n*180=875121x=55.492n=6D=（x2+y2）=0.017二级导线ABCD=875122Xc-Xb=55.509平均边长=163.2545K=1/D/D=57619B=-n*180+aAB-aCDx=-0.01711合格=1y=929.7405761910000容=16n=39Yc-Yb=929.740改正数Vi=-/n=0y=0.000测量：

@#@计算：

@#@监理：

@#@日期：

@#@年月日说明：

@#@此填充需要手动输入添加行时请在中间添加根据导线等级不同，相应的允许误差自行修改高等级公路闭合导线测量计算表点号观测角（）改正值改正后（）方位角（）距离（m）A128.9716667104.6232B1274953127.8313890.0005127.83187576.80354167129.9780C2105549210.9302780.0005210.9307639107.7343056101.9149D1185020118.8388890.0005118.83937546.57368056122.6298E64311064.51944440.000564.51993056291.0936111164.0270F141538141.0938890.0005141.094375252.1879861105.4483G2421522242.2561110.0005242.2565972314.444583374.6338H87473087.79166670.000587.79215278222.2367361129.8851A8644486.73444440.000586.73493056和1079.996110.00391080933.1401已知1285818128.971667测站n=8平均边长=B=-（n-2）*180=-0.00414全长闭合差（m）0.002919168容=16n=4545全长相对闭合差1改正数Vi=-/n=0.0005319660说明：

@#@此填充需要手动输入坐标增量（m）改正后坐标增量（m）坐标（m）X（m）Y（m）X（m）Y（m）X（m）Y（m）-65.801381.3400467-65.8011507481.340