绳正法整正曲曲线编号1.确定缓和曲线长度fy=l0=126.006.00R=fd=2.确396.82521.000No：1091Σ012345671011121314151617181920212223242237451992198819671921186517811674155314301305117910469187936710416302200117622233199242146568410712112312512613312812512213112411410283501930利用绳正法现场正矢测点点数实测正矢计算计划矢倒累计量419923.3420.6941.6962.6983.69104.69122.34126.00126.00126.00126.00126.00126.00126.00126.00125.98120.36101.3380.3359.3338.3317.341.970.00正矢差7-0.040.660.314.32-6.690.312.32-1.34-3-1072-1-45-1.98-6.360.682.68-4.321.681.661.030整正曲线计算表2.确定各桩点的位置ly=Xqz=ZH=差累计8-0.980.660.975.29-1.4-1.091.23-0.11-3.11-4.11-4.112.4.3.-0.114.2.91-3.45-2.77-0.09-4.41-2.73-1.07-0.04015.81011.9201.015半拨量987.200.661.636.925.524.435.665.552.44-1.67-5.78-2.25.5.7810.6713.5810.137.367.272.860.13-0.940HY=YH=HZ=全拨量10174.401.323.2613.8411.048.8611.3211.14.88-3.34-11.56-5.78411.7811.5621.3427.1620.2614.7214.5.720.26-1.8807.01516.82522.825拨后正矢111988.6953020.6941.6862.6983.69104.68122.34126.00126.00126.00126.00126.00126.00126.00126.00125.98120.36101.3280.3259.3238.3217.341.970.003.控制条件拨距绝对值的和=拨距的平方和=219.523214.01拨距的绝拨距的平对值方12219.5201.323.2613.8411.048.8611.3211.14.883.3411.565.78411.7811.5621.3427.1620.2614.7214.5.720.261.880133214.0101.7410.63191.55121.8878.5128.14123.2123.8111.16133.6333.4116138.77133.63455.4737.67410.47216.68211.4132.720.073.530备注14ZH=1.015HY=7.015Xqz=11.92YH=16.825HZ=22.825
