附合导线平差计算表.xls

附合导线平差计算表.xls

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附合导线平差计算工程名称：

道路测量项目：

导线贯通测量测站观测角改正数改正后角值方位角边长坐标增量调整后坐标增量值坐标测站左V左左aD（m）xyxyXY8K+174172332112391.80723352.5738K+1748K+102164.2107+41642111156543212209.76823376.3588K+102210.641-193.7651382.61210-193.75282.622K102-195.1229+4951233727.512016.01623458.980K102-1205.80963.19512195.8671063.207195.877K102-11177.3226+4177323069393412016.01623458.980K102-11235.03781.69914220.3811181.713220.392K102-2270.1027+4270103115950512079.22323654.857K102-2223.822-210.1021377.15811-210.08977.169K102-21183.4111+41834115163311912097.72923679.372K102-21226.525-217.2211364.25311-217.20864.264K102-3174.2045+4174204915752811869.13423732.026K102-3391.253-362.42723147.39619-362.404147.415K102-31182.0350+41823.5415956111880.52023743.636K102-31260.296-244.4951589.30913-244.48089.322K102-4182.3421+41823425162302611506.73023879.441K102-4313.165-298.6831994.13315-298.66494.148K102-41177.2408+41772412159543811636.04023832.958K102-41359.309-337.44821123.41817-337.427123.4355K83107.4607+4107461187404811208.06723973.5895K83182.1307.37311181.98197.384181.990K127-1248.4949+42484953156304111215.45024155.578K127-1197.900-181.5021278.87710-181.49078.887K127-286.5455+486545963253911033.96024234.465K127-2230.611103.15914206.25211103.173206.263K127-3140.4210+41404214247.5311137.13324440.727K127-3200.381182.8701281.92210182.88281.932K127-4205.5947+42055951507.4311320.01524522.659K127-4119.99776.926792.096676.93392.102K127-5273.5659+42735731444.4611396.94824614.761K127-5155.928-126.275991.4778-126.26691.485K127-6184.5452+41845456148594211270.68124706.246K127-668.630-58.824435.3523-58.82035.355K127-7113.1617+411316218216211211.86124741.602K127-7196.55326.44712194.766926.459194.775K127-8104.2801+4104285644711238.32024936.376K127-899.86399.174611.712599.18011.717K127-9316.0757+43168.114252711208.06723973.589K127-993.461-74.512656.4175-74.50656.422359.309-337.448123.418-337.427123.435附合导线平差计算工程名称：

道路测量项目：

导线贯通测量测站观测角改正数改正后角值方位角边长坐标增量调整后坐标增量值坐标测站左V左左aD（m）xyxyXYK127-1072.4627+472463135383811133.56024030.011K127-10113.92392.580766.388592.58766.393K127-11206.0432+42064.3661431311226.14724096.404K127-11143.78068.1199126.619768.128126.626K126-2186.4302+418643668261911294.27624223.030K126-2419.320154.09925389.97820154.124389.9988K+026272.4615+42724619161123810860.42926084.9458K+0268K+02710604.53626172.0068K+0274128375482412839164,648.334-1349.6152772708.363225-1,349.3382,708.588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=11226x=-1349.615D=（x2+y2）aAB-aCD=112044-）xC-xB=-1349.339=0.355B=-n*180+aAB-aCDx=-0.276=-82y=2708.363K=D/D容=40n=192-）yC-yB=2708.587=1/130771/2000改正数Vi=-/n=+4y=-0.224测量：

计算：

监理：

日期：

年月日93.461-74.51256.417-74.50656.422附合导线平差计算工程名称：

道路测量项目：

导线贯通测量测站观测角改正数改正后角值方位角边长坐标增量调整后坐标增量值坐标测站左V左左aD（m）xyxyXY