曲线要素等计算公式表格

X 3082514.444 3082529.157 3082529.157 3082529.157 3082442.953 3098859.624 3098868.449 3098853.541 3098868.047 3085003.480 3098821.160 3084875.314 3084856.847 3084828.286 3084833.136 3084820.359 3084795.095 3084796.815 3084786.585 3084794.890 3084764.409 3084764.923 3084687.907 3084592.396 3084509.158 3084506.767 3084498.877 3084508.449 3084481.041 3084471.439 3084461.235 3084458.832 3084444.525 3084440.203 3084427.911
4° 26′ 注：左偏为-1，右偏为+1 410 258° 631.413 45′
22.8″
10.1″
Байду номын сангаас
中桩坐标 X 第一计算边直线段 3082954.551 K716+100.000 3082940.689 3082940.689 3082940.689 3082940.689 3178088.903 第一计算边缓和段 3082540.105 K718+153.833 3082529.157 3082529.157 3082529.157 3082529.157 3082529.157 3082529.157 3082529.157 3082529.157 3082529.157 3082529.157 Y 521151.646 521151.646 521151.646 521151.646 521151.646 999616.825 519137.258 519082.168 519082.168 519082.168 519082.168 519082.168 519082.168 519082.168 519082.168 519082.168 519082.168
左边桩距 15.000
桩号 K718+210.000 K718+210.000 K718+210.000 K718+210.000 K718+563.833 K144+480.000 K144+481.006 K144+500.000 K144+480.300 K228+790.000 K144+539.700 K228+980.000 K229+043.000 K229+060.000 K229+080.000 K229+100.000 K229+107.000 K229+120.000 K229+130.000 K229+140.000 K229+160.000 K229+187.290 K229+280.000 K229+435.000 K229+575.230 K229+575.230 K229+592.230 K229+592.230 K229+637.770 K229+637.770 K229+654.770 K229+654.770 K229+680.000 K229+698.000 K229+720.000
右边桩距 23.000 19.000 22.000 2.850 10.150 10.150 23.000 10.150 25.000 22.000 22.000 26.000 19.000 26.000 29.000 28.000 28.000 25.000 27.000 25.000 13.000 13.000 25.000 25.000 28.000 27.000 31.000 18.000
Y 519085.088 519082.168 519082.168 519082.168 518738.184 526279.356 526296.381 526308.590 526294.298 524061.827 526332.070 523920.860 523853.932 523855.632 523825.527 523810.141 523821.966 523803.645 523799.102 523779.297 523778.422 523742.714 523685.632 523563.133 523449.901 523451.714 523436.323 523429.087 523392.676 523399.873 523386.237 523388.033 523367.165 523347.919 523329.614
X 3082529.157 3082529.157 3082529.157 3082529.157 圆曲线 3082462.639 K718+563.833 3098858.181 3098857.314 3098840.924 3098857.923 3085021.519 3098806.615 3084897.438 3084856.847 3084845.941 3084833.136 3084820.359 3084815.894 3084807.610 3084801.246 3084794.890 3084782.197 3084764.923 3084706.633 3084610.543 3084525.093 3084525.093 3084514.831 3084514.831 3084487.442 3084487.442 3084477.257 3084477.257 3084462.180 3084451.452 3084438.371
第二计算边缓和段 K719+006.188
第二计算边直线段 K719+416.188
X 3084391.106 3084379.363 3084355.965 3084344.310 3084332.685 3084307.215 3084303.753 3098727.564 3082393.235 ################ ################ ################ ################ ################ ################ ################ ################ ################ 3082342.109 3149908.569 2990586.639 3150457.295 3140270.072 3167617.591 3167617.591 3167617.591
右边桩距 0.000 0.000 0.000 0.000 0.000 0.000 24.000 0.000 25.000 25.000 26.000 28.000 27.000 20.000 18.000
左边桩坐标 X 3082954.551 3082940.689 3082940.689 3082940.689 3082940.689 3178088.903 3082519.607 3082529.157 3082509.539 3082509.539 3082505.616 3082529.157 3082505.616 3082514.444 3082514.444 3082506.597 3082529.157 Y 521151.646 521151.646 521151.646 521151.646 521151.646 999616.825 519141.334 519082.168 519086.062 519086.062 519086.841 519082.168 519086.841 519085.088 519085.088 519086.646 519082.168
左边桩距 0.000 0.000 0.000 0.000 0.000 0.000 20.900 0.000 20.000 20.000 24.000 24.000 15.000 15.000 23.000
桩号 K716+100.000 K716+100.000 K716+100.000 K716+100.000 K716+100.000 K228+265.899 K718+153.833 K718+210.000 K718+210.000 K718+210.000 K718+210.000 K718+210.000 K718+210.000 K718+210.000 K718+210.000 K718+210.000 K718+210.000
注:红块内的数据为需要输入的数,D、E、F栏内的数据为需要输入的数，其余均为自动计算值.在计算新的里程或加桩里程坐标时,一定要先
交点桩号 交点坐标X 交点坐标Y 曲线半径R 曲线偏角α 偏向 缓和曲线长度L 第一计算方位角A1 切线长度T 曲线长度l 直缓点桩号ZH 缓圆点桩号HY 曲中桩号QZ 圆缓点桩号YH 缓直点桩号HZ 第二计算方位角A2 K718+785.246 3082416.9530 518517.9709 11000 4.439666667 1 410 258.7528139 631.413 1262.355 K718+153.833 K718+563.833 K718+785.010 K719+006.188 K719+416.188 263.1924806
Y 519082.168 519082.168 519082.168 519082.168 518734.649 526276.898 526277.407 526287.007 526277.050 524045.997 526306.981 523902.112 523853.932 523840.891 523825.527 523810.141 523804.750 523794.731 523787.017 523779.297 523763.841 523742.714 523670.621 523549.002 523437.815 523437.815 523424.262 523424.262 523387.878 523387.878 523374.267 523374.267 523354.038 523339.584 523321.895
Y 523257.351 523241.162 523208.719 523192.465 523176.191 523140.313 523135.412 526352.374 518297.803 #################### #################### #################### #################### #################### #################### #################### #################### #################### 517891.009 1083888.560 -250735.481 1088485.181 1003147.827 1232235.284 1232235.284 1232235.284
左边桩距 14.000
桩号 K229+800.000 K229+820.000 K229+860.000 K229+880.000 K229+900.000 K229+944.000 K229+950.000 K144+630.857 K719+006.188 K144+634.411 K144+654.331 K230+135.000 K230+157.380 K230+157.380 K230+174.380 K230+174.380 K230+214.000 K149+340.000 K719+416.188 K149+400.000 K1493+500.000 K144+770.743 K230+714.000
20.000 2.850 22.000 25.000 20.000 24.000 29.000 29.000 23.000
27.000 14.000 19.000 23.000 24.000 23.000 20.000 23.000 20.000 8.000 8.000 20.000 20.000 23.000 22.000 14.000 13.000