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竖曲线高程计算公式样本

2021-01-01 来源:好走旅游网
变坡点桩号变坡点高程半径前坡后坡

起点桩号终点桩号

变坡点12208.00014.0494272.846(1.207)2.8002122.4002293.600变坡点2设计高程变坡点3设计高程变坡点3K2+540K2+890K3+535.8523.34513.54519.68188005525.333300002.8-2.80.95-2.80.950.3K2+293.60K2+786.40K3+438.35K2+786.40K2+993.60K3+633.35K2+189K2+220K2+240K2+260K2+280

14.79715.01915.28115.63716.087

K2+300K2+320K2+340K2+360K2+380K2+400K2+420K2+440K2+460K2+480K2+500K2+520K2+540K2+560K2+580K2+600K2+620K2+640K2+660K2+680K2+700K2+720K2+740K2+760K2+78016.623K2+800.0017.145K2+820.0017.623K2+840.0018.054K2+860.0018.441K2+880.0018.782K2+900.0019.077K2+920.0019.327K2+940.0019.532K2+960.0019.691K2+980.0019.804K3+000.0019.873K3+020.0019.895K3+040.0019.873K3+060.0019.804K3+080.0019.691K3+100.0019.532K3+120.0019.327K3+140.0019.077K3+160.0018.782K3+180.0018.441K3+200.0018.054K3+220.0017.623K3+240.0017.145K3+260.0016.623K3+280.00K3+300.00K3+320.00K3+340.00K3+360.00K3+380.00K3+400.00K3+420.0016.08215.60715.20514.87514.61814.43314.32014.28014.31214.41714.59014.78014.97015.16015.35015.54015.73015.92016.11016.30016.49016.68016.87017.06017.25017.44017.63017.82018.01018.20018.39018.580

K3+440K3+460K3+480K3+500K3+520K3+540K3+560K3+580K3+600K3+620K3+640K3+660K3+680K3+700K3+720K3+740K3+760K3+780K3+800K3+820K3+840K3+860K3+880K3+900K3+920

K3+940K3+960K3+980K4+000设计高程

变坡点4设计高程变坡点4设计高程变坡点5设计高程变坡点5K4+079K4+74921.3133.3710000175000.31.81.8-1.8

K4+004.00K4+434.00K4+154.00K5+064.00

18.77018.95319.12219.27719.41919.54819.66419.76619.85519.93019.99320.05320.11320.17320.23320.29320.35320.41320.47320.53320.59320.65320.71320.77320.83320.89320.95321.01321.073

K4+020K4+040K4+060K4+080K4+100K4+120K4+140K4+160K4+180K4+200K4+220K4+240K4+260K4+280K4+300K4+320K4+340K4+360K4+380K4+400K4+42021.14621.25821.41021.60221.83422.10622.41822.76823.12823.48823.84824.20824.56824.92825.28825.64826.00826.36826.72827.08827.448

K4+440K4+45427.80728.049设计高程变坡点6设计高程变坡点6设计高程变坡点7设计高程变坡点7

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