导线点测量结果

1、主主 导导 线线 复复 测测 计计 算算 表表点 名观测角左改正数V 改正后的 值方位角a边长 D（m）纵坐标增量X(m)纵坐标增量Y(m)计算值改正值改正后的值计算值VA96285-37-57.47C7160-47-52.50 3.988 160-47-56.49266-25-53.96314.380-19.5670.00-19.56-313.770C8193-09-35.81 3.988 193-09-39.80279-35-33.76153.55025.5880.0025.59-151.403C9168-18-36.75 3.988 168-18-40.74267-54-14.50596

2、.430-21.8140.01-21.81-596.030C10221-54-06.31 3.988 221-54-10.30309-48-24.80341.960218.9230.00218.93-262.696C11320-53-17.44 3.988 320-53-21.43090-41-46.23179.580-2.1820.00-2.18179.567C12027-35-01.94 3.988 027-35-05.93298-16-52.15367.230173.9330.02173.95-323.427C131585.900200.948-1144.332角度闭合差改正数之计算测-

3、理=48925757.89-180坐标增量闭合差之计算fx=x-(XVA109-1-XVA91-3) =1175.204-(3950309.17-3949133.502) =-0.464fy=y-(yVA109-1-yVA91-3) =-5259.218-(592109.924-597368.747) =-0.395导线相对闭和差之计算Fd=(fx2+fy2)*27=325757.89(VA109-1-VA109-2)-a(018A-VA91-3)=(-0.464)2+(0.395)2).=325808.32.=0.609f=325757.89-325808.32.=-10.43K=Fd/D=

4、0.609/7975.657f容=10n=1027=51.96ff容=1/800001/15000改正数V=-10.43/27.=-0.386计算：复核：监理工程师：纵坐标X横坐标Y改正值 改正后的值3948244.218595516.6263948244.218595516.6263948344.457595158.3983948344.457595158.3980.00911878 -313.7613948324.8938594844.63670.00445381 -151.3993948350.4834594693.23820.01729982 -596.0133948328.67585

5、94097.22550.00991876 -262.6863948547.6025593834.53940.00520883179.5723948545.4224594014.11163948545.4220594014.11200.01818732 -323.4093948719.3768593690.70283948719.4070593690.7320草图主主 导导 线线 复复 测测 计计 算算 表表纵坐标增量Y(m)监理工程师：附附合合导导线线 计计 算算 表表合合同同段段号号：ZB2ZB2项项目目部部 记记录录编编号号：施施工工单单位位北北京京市市海海龙龙公公路路工工程程公公司司岢岢

6、临临高高速速ZB2ZB2合合同同段段项项目目部部监监理理单单位位上上海海中中咨咨安安通通工工程程投投资资管管理理有有限限公公司司岢岢临临高高速速第第三三总总监监办办工工程程名名称称测测量量日日期期点 名观测角左改正数V 改正后的 值方位角a边长 D（m）纵坐标增量X(m)纵坐标增量Y(m)纵坐标X横坐标Y点号计算值改正值改正后的值计算值改正值 改正后的值D1284259753.109516277.949D128162-52-32.10479.854D129058-27-24.60 -0.019 058-27-24.584259294.528516419.241D129041-19-56.681

7、35.910102.0540.00102.054189.7600.0089.760D8-1283-07-49.30 -0.019 283-07-49.284259396.582516509.001D8-1144-27-45.96242.079-196.9890.00(196.9888)140.7040.00140.704D130238-31-20.60 -0.019 238-31-20.584259199.593516649.705D130202-59-06.54498.759-459.1610.00(459.1606)-194.7620.00-194.762D8-2193-03-59.60

8、-0.019 193-03-59.584258740.433516454.942D8-2216-03-06.12289.379-233.9590.00(233.9588)-170.3040.00-170.304D8-3170-35-53.10 -0.019 170-35-53.084258506.474516284.638D8-3206-38-59.20216.196-193.2280.00(193.2278)-96.9720.00-96.972D8-4259-02-50.10 -0.019 259-02-50.084258313.246516187.666D8-4285-41-49.2841

9、9.633113.5320.00113.5323-403.9830.00-403.983D8-5139-21-59.00 -0.019 139-21-58.984258426.778515783.682D8-5245-03-48.26345.258-145.5660.00(145.5657)-313.0710.00-313.071D8-6217-23-50.40 -0.019 217-23-50.384258281.213515470.611D8-6282-27-38.64317.36268.4770.0068.4772-309.8860.00-309.886D8-7081-07-37.20

10、-0.019 081-07-37.184258349.690515160.725D8-7183-35-15.82294.946-294.3680.00(294.3678)-18.4570.00-18.457D8-8296-32-06.80 -0.019 296-32-06.784258055.322515142.268D8-8300-07-22.60287.103144.0850.00144.0852-248.3300.00-248.330D8-9153-26-07.50 -0.019 153-26-07.484258199.407514893.937D8-9273-33-30.08181.1

11、4511.2430.0011.2431-180.7960.00-180.796D8-10225-11-00.80 -0.019 225-11-00.784258210.651514713.141D8-10318-44-30.86205.739154.6640.00154.6642-135.6750.00-135.675D135121-38-20.40 -0.019 121-38-20.384258365.315514577.466D135260-22-51.24433.164-72.3810.00(72.3807)-427.0740.00-427.074D8-11180-39-21.50 -0

12、.019 180-39-21.484258292.934514150.392D8-11261-02-12.72330.229-51.4490.00(51.4487)-326.1970.00-326.197D8-12188-56-39.00 -0.019 188-56-38.984258241.485513824.195D8-12269-58-51.70278.880-0.0920.00(0.0918)-278.8800.00-278.880D137190-10-08.80 -0.019 190-10-08.784258241.393513545.314D137280-09-00.48143.2

13、7325.2490.0025.2491-141.0310.00-141.031D8-13159-32-46.70 -0.019 159-32-46.684258266.643513404.283D8-13259-41-47.16416.774-74.5460.00(74.5457)-410.0530.00-410.053D8-14160-57-34.60 -0.019 160-57-34.584258192.097512994.230D8-14240-39-21.74397.749-194.9170.00(194.9167)-346.7150.00-346.715D8-15225-28-07.

14、90 -0.019 225-28-07.884257997.180512647.515D8-15286-07-29.62233.50764.8520.0064.8522-224.3210.00-224.321D139138-27-14.90 -0.019 138-27-14.884258062.032512423.193D139244-34-44.5075.070-32.2250.00(32.2249)-67.8020.00-67.802D8-16209-34-57.80 -0.019 209-34-57.784258029.807512355.391D8-16274-09-42.28501.

15、73436.4120.0036.4124-500.4110.00-500.411D140166-30-55.50 -0.019 166-30-55.484258066.220511854.980D140260-40-37.76283.731-45.9640.00(45.9638)-279.9830.00-279.983D8-17192-18-24.90 -0.019 192-18-24.884258020.256511574.997D8-17272-59-02.64599.30431.1990.0031.1995-598.4910.00-598.491D8-18078-12-55.00 -0.

16、019 078-12-54.984258051.456510976.505D8-18171-11-57.62237.439-234.6440.00(234.6438)36.3280.0036.328D8-19024-47-30.90 -0.019 024-47-30.884257816.812511012.833D8-19015-59-28.50371.683357.3000.00357.3003102.3950.00102.395D1414258174.112511115.228D1417736.046-1120.422-5304.007角度闭合差改正数之计算测-理=4353656.9-180坐标增量闭合差之计算fx=x-(XD141-XD129) =1120.422-(4258174.112-4259294.528) =0.006fy=y-(yD140-yD129) =-5304.007-(5111