施工单位： 丽水市汇力水电建设有限公司监理单位： 浙江水专工程建设监理有限公司点号左角改正值改正后角坐标方位角 边长 (M)坐标增量计算值 △X(m)改正值合同号：WYFL/C-02 本表编号：01改正后坐标增量改正值改正后坐标 X(m) Y(m)(m)8 △Y(m)(m)10 △X(m) △Y(m)1X1X2D1D2D3D4D5D6D7X5X6∑α=β=f=2158°32′25.25″187°56′45.25″283°32′06.25″85°13′28.75″184°28′42.25″167°42′36.″191°31′30.25″185°44′59.″181°23′46.25″3°′.97″°′.97″°′.97″°′.97″°′.97″°′.97″°′.97″°′.97″°′.97″4158°32′26.22″5283°37′46.91″262°10′13.13″6791112133101209.5433101271.33114495642.016495387.193495159.212495006.772495024.709494918.405494653.838494501.963494374.22494306.698230.128152.44175.993107.594271.923151.902130.89271.136-31.3500.31073.84616.60362.8122.82528.53322.385-0.004-0.003-0.001-0.002-0.005-0.003-0.003-0.001-227.983-152.44117.936-106.305-264.569-151.876-127.744-67.5220.0020.0010.0010.0010.0020.0010.0010-31.3540.30773.84516.60162.8072.82228.5322.384-227.9813101239.977-152.443101240.28417.9373101314.129-106.3043101330.73-264.5673101393.537-151.8753101396.359-127.7433101424.889-67.5223101447.273187°56′46.22″270°06′59.35″283°32′07.22″13°39′06.57″85°13′29.72″278°52′36.29″184°28′43.22″283°21′19.51″167°42′36.97″271°03′56.48″191°31′31.22″282°35′27.7″185°44′59.97″288°20′27.67″181°23′47.22″289°44′14.89″ ∑D=∑△X= 设计（∑△X=∑△Y=∑△Y=fX=fY=符合设计要求 f/∑△D=＜测量：计算：复核：日期：2008年11月30日
温州市沿江防洪堤工程鹿城段Ⅱ标导线加密测量成果
施工单位： 丽水市汇力水电建设有限公司监理单位： 浙江水专工程建设监理有限公司点号左角改正值改正后角坐标方位角 边长 (M)坐标增量计算值 △X(m)改正值合同号：WYFL/C-02 本表编号：02改正后坐标增量改正值改正后坐标 X(m) Y(m)(m)8-0.003-0.002-0.0010 △Y(m)(m)100.0010.00100 △X(m) △Y(m)1X5X6D8D9X7X82184°46′14.25″176°52′37.5″158°31′05.″201°37′08.25″3°′.97″°′.97″°′.92″°′.97″4184°46′15.22″176°52′38.47″158°31′05.92″201°37′09.22″5289°44′14.89″294°30′30.11″291°23′08.58″269°54′14.5″291°31′23.72″6170.324105.55850.22519.38657.52043.78818.314-0.03379-160.317-96.047-46.767-19.3861157.51743.78618.313-0.03312-160.316-96.046-46.767-19.386133101504.793101548.5763101566.8893101566.8563101628.15414494146.382494050.336494003.569493984.183493828.754∑α=2347°53′24.25″∑D=1537.502∑△X=295.553 设计（∑△X=295.525∑△Y=-1403.021∑△Y=-1403.010符合设计要求fX=fY=0.028-0.011β=283°37′46.91″+2347°53′24.25″-13X180°-291°31′23.72″=-0°00′12.56″f=√0.0282 +(-0.011)2 =0.03 f/∑△D=1/51108＜1/15000测量：计算：复核：日期：2008年11月30日
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