(竖曲线)道路曲线设计计算 半径的15000

43.73
-73.270
43.790
43.79
-73.405
43.850
43.85
-73.540
43.910
43.91
-73.675
43.970
43.97
-73.810
K254+225.000 K254+250.000 K254+275.000 K254+300.000 K254+325.000 K254+350.000 K254+375.000 K254+400.000 K254+425.000 K254+450.000 K254+475.000 K254+500.000 K155+475.000 K155+487.500 K155+498.250 K155+512.500 K155+525.000 K155+537.500 K155+550.000 K155+562.500 K155+575.000 K155+587.500 K155+600.000 K155+612.500 K155+625.000 K155+637.500 K155+650.000 K155+658.200 K155+675.000 K155+687.500 K155+700.000
458.023 457.955 457.888 457.820 457.753 457.685 457.618 457.550 436.760 436.733 436.706 436.679 436.652 436.625 436.598 436.571 436.544 436.517 436.490 436.463 436.436 436.409 436.382 436.355 436.328 436.301 436.274 436.247 436.220 436.193 436.166
435.30 435.28 435.25 435.22 435.19 435.17 435.14 435.11 435.09 435.06 435.03 435.01 434.98 434.95 434.92 434.90 434.87 434.84 434.82 434.79 434.76 434.74 439.14 439.11 439.08 439.06 439.03 439.00 438.97 438.95 438.92
458.023 457.955 457.888 457.820 457.753 457.685 457.618 457.550 436.760 436.733 436.706 436.679 436.652 436.625 436.598 436.571 436.544 436.517 436.490 436.463 436.436 436.409 436.382 436.355 436.328 436.301 436.274 436.247 436.220 436.193 436.166
44.03 44.09 44.15 44.21 44.27 44.33 44.39 44.45 44.51 44.57 44.63 44.69 459.31 459.24 459.18 459.10 459.04 458.97 458.90 458.83 458.77 458.70 458.63 458.56 458.50 458.43 458.36 458.32 458.23 458.16 458.09
-73.945 -74.080 -74.215 -74.350 -74.485 -74.620 -74.755 -74.890 -75.025 -75.160 -75.295 -75.430 459.305 459.238 459.179 459.103 459.035 458.968 458.900 458.833 458.765 458.698 458.630 458.563 458.495 458.428 458.360 458.316 458.225 458.158 458.090
458.02 457.96 457.89 457.82 457.75 457.69 457.62 457.55 436.76 436.73 436.71 436.68 436.65 436.63 436.60 436.57 436.54 436.52 436.49 436.46 436.44 436.41 436.38 436.36 436.33 436.30 436.27 436.25 436.22 436.19 436.17
436.139 436.112 436.085 436.058 436.031 436.004 435.977 435.950 435.923 435.896 435.869 435.842 435.815 435.788 435.761 435.734 435.707 435.680 435.653 435.626 435.599 435.572 435.545 435.518 435.491 435.464 435.437 435.410 435.383 435.356 435.329
K155+712.500 K155+725.000 K155+737.500 K155+750.000 K155+762.500 K155+775.000 K155+787.500 K155+800.000 K159+650.000 K159+655.000 K159+660.000 K159+665.000 K159+670.000 K159+675.000 K159+680.000 K159+685.000 K159+690.000 K159+695.000 K159+700.000 K159+705.000 K159+710.000 K159+715.000 K159+720.000 K159+725.000 K159+730.000 K159+735.000 K159+740.000 K159+745.000 K159+750.000 K159+755.000 K159+760.000
K254+100.000
K254+125.000
K254+150.000
K254+175.000
K254+200.000
K239+100.000
7.73
-0.540%
0.240%
15000.00
0.78%
凹形竖曲线
117.00
58.50
0.1141
K239+041.500
K239+158.500
8.05
49.04
49.040
48.986
48.99
48.986
48.932
48.93
48.932
48.878
48.88
48.878
48.824
48.82
48.824
48.770
48.77
48.770
48.716
48.72
48.716
48.662
48.66
48.662
48.608
48.61
48.608
43.730
436.14 436.11 436.09 436.06 436.03 436.00 435.98 435.95 435.92 435.90 435.87 435.84 435.82 435.79 435.76 435.73 435.71 435.68 435.65 435.63 435.60 435.57 435.55 435.52 435.49 435.46 435.44 435.41 435.38 435.36 435.33
K159+765.000 K159+770.000 K159+775.000 K159+780.000 K159+785.000 K159+790.000 K159+795.000 K159+800.000 K159+805.000 K159+810.000 K159+815.000 K159+820.000 K159+825.000 K159+830.000 K159+835.000 K159+840.000 K159+845.000 K159+850.000 K159+855.000 K159+860.000 K159+865.000 K159+870.000 K159+875.000 K159+880.000 K159+885.000 K159+890.000 K159+895.000 K159+900.000 K159+905.000 K159+910.000 K159+915.000
436.139 436.112 436.085 436.058 436.031 436.004 435.977 435.950 435.923 435.896 435.869 435.842 435.815 435.788 435.761 435.734 435.707 435.680 435.653 435.626 435.599 435.572 435.545 435.518 435.491 435.464 435.437 435.410 435.383 435.356 435.329
所求点高程(米)
曲线点
两侧切线法切线点
12.266
12.27
起பைடு நூலகம்切线法切线点
12.266
12.050
12.05
12.050
11.780
11.78
11.780
49.256
49.26
49.256
49.202
49.20
49.202
49.148
49.15
49.148
49.094
49.09
49.094
49.040
435.302 435.275 435.248 435.221 435.194 435.167 435.140 435.113 435.086 435.059 435.032 435.005 434.978 434.951 434.924 434.897 434.870 434.843 434.816 434.789 434.762 434.735 439.136 439.109 439.082 439.055 439.028 439.001 438.974 438.947 438.920
K159+920.000 K159+925.000 K159+930.000 K159+935.000 K159+940.000 K159+945.000 K159+950.000 K159+955.000 K159+960.000 K159+965.000 K159+970.000 K159+975.000 K159+980.000 K159+985.000 K159+990.000 K159+995.000 K160+000.000 K160+005.000 K160+010.000 K160+015.000 K160+020.000 K160+025.000 K159+210.000 K159+215.000 K159+220.000 K159+225.000 K159+230.000 K159+235.000 K159+240.000 K159+245.000 K159+250.000
44.030 44.090 44.150 44.210 44.270 44.330 44.390 44.450 44.510 44.570 44.630 44.690 459.305 459.238 459.179 459.103 459.035 458.968 458.900 458.833 458.765 458.698 458.630 458.563 458.495 458.428 458.360 458.316 458.225 458.158 458.090
变 坡 点 桩 号:
变坡点高程 （米）:
变坡点前坡度:
变坡点后坡度:
竖曲线半径 （米）:
坡
差:
曲 线 凸 凹 性:
曲 线 长（米）:
切 线 长（米）:
外
距 （米）:
竖曲线起点（桩号）:
竖曲线终点（桩号）:
竖曲线起点高程（米）:
所求点桩号
桩号
K238+260.000
K238+300.000
K238+350.000
K231+410.000
K231+420.000
K231+430.000
K231+440.000
K231+450.000
K231+460.000
K231+470.000
K231+480.000
K231+490.000
K231+500.000
K231+510.000
K231+520.000
K231+530.000