1、數數據據輸輸入入表表工程項目：名稱樁號(m)及數據高程(m)名稱數據變坡點K26+49526495.0001480.464切線長T(m)42.900I10.011外距E(m)0.418275I20.05條件值M豎曲線起點樁號K(m)26452.100R(M)22001豎曲線止點樁號(m)26537.900高高等等級級公公路路縱縱坡坡、豎豎曲曲線線中中樁樁高高程程計計算算名稱樁號(m)高程(m)備注豎豎曲曲線線計計算算部部分分1K26+455.1480.026K26+460.1480.093K26+470.1480.262K26+480.1480.4762K26+485.1480.6003K26

2、+495.1480.8824K26+505.1481.2105K26+506.371481.2586K26+510.1481.3917K26+515.1481.5838K26+520.1481.7879K26+525.1482.00210K26+530.1482.22811K26+537.91482.609未未設設有有豎豎曲曲線線部部分分計計算算1K26+538.1482.6142K26+541.371482.7833K26+545.1482.9644K26+550.1483.2145K26+555.1483.4646K26+560.1483.7147K26+565.1483.9648K26+

3、570.1484.2149K26+575.1484.46410K26+580.1484.71411K26+585.1484.96412K26+590.1485.21413K26+596.371485.53314K26+600.1485.71415K26+605.1485.96416K26+610.1486.21417K26+615.1486.46418K26+620.1486.71419K26+625.1486.96420K26+630.1487.21421K26+635.1487.46422K26+641.651487.79723K26+645.1487.96424K26+650.1488.

4、21425K26+655.1488.46426K26+660.1488.71427K26+665.1488.96428K26+670.1489.21429K26+675.1489.46430K26+680.1489.71431K26+685.1489.96432K26+690.1490.21433K26+695.1490.46434K26+700.1490.71435K26+705.1490.96436K26+710.1491.21437K26+715.1491.46438K26+720.1491.71439K26+725.1491.96440K26+730.1492.21441K26+735

5、.1492.46442K26+740.1492.71443K26+745.1492.96444K26+751.651493.29745K26+755.1493.46446K26+760.1493.71447K26+765.1493.96448K26+770.1494.21449K26+775.1494.46450K26+780.1494.71451K26+785.1494.96452K26+790.1495.21453K26+795.1495.46454K26+800.1495.71455K26+805.1495.96456K26+810.1496.21457K26+815.1496.4645

6、8K26+820.1496.71459K26+825.1496.96460K26+830.1497.21461K26+835.1497.46462K26+840.1497.71463K26+845.1497.96464K26+850.1498.21465K26+855.1498.46466K26+860.1498.71467K26+865.1498.96468K26+870.1499.21469K26+875.1499.46470K26+880.1499.71471K26+885.1499.96472K26+890.1500.21473K26+895.1500.46474K26+900.150

7、0.71475K26+905.1500.96476K26+910.1501.21477K26+915.1501.46478K26+920.1501.71479K26+925.1501.96480K26+930.1502.21481K26+935.1502.46482K26+940.1502.71483K26+945.1502.96484K26+950.1503.21485K26+955.1503.46486K26+960.1503.71487K26+965.1503.96488K26+970.1504.21489K26+975.1504.46490K26+980.1504.71491K26+9

8、85.1504.96492K26+990.1505.21493K26+995.1505.46494K27+000.1505.71495K27+005.1505.96496K27+010.1506.21497K27+016.131506.52198K27+020.1506.71499K27+025.1506.964100K27+030.1507.214101K27+035.1507.464102K27+040.1507.714103K27+045.1507.964104K27+050.1508.214105K27+055.1508.464106K27+060.1508.714107K27+065

9、.1508.964108K27+073.51509.389109K27+075.1509.464110K27+080.1509.714111K27+085.1509.964112K27+090.1510.214113K27+095.1510.464114K27+100.1510.714115K27+105.1510.964116K27+110.1511.214117K27+115.1511.464118K27+120.1511.714119K27+123.51511.889120K27+130.1512.214121K27+135.1512.464122K27+140.1512.714123K

10、27+145.1512.964124K27+150.1513.214125K27+155.1513.464126K27+160.1513.714工程項目：名稱樁號(m)及數據高程(m)名稱數據變坡點K27+20027200.0001514.79切線長T(m)35.500I10.05外距E(m)0.0630125I20.0429條件值M豎曲線起點樁號K(m)27164.500R(M)10000-1豎曲線止點樁號(m)27235.500高高等等級級公公路路縱縱坡坡、豎豎曲曲線線中中樁樁高高程程計計算算名稱樁號(m)高程(m)備注豎豎曲曲線線計計算算部部分分1K27+164.51513.0152K2

11、7+200.1514.7273K27+200.1514.7274K27+222.541515.7495K27+230.1516.0756K27+235.51516.313789未未設設有有豎豎曲曲線線部部分分計計算算1K27+240.1516.5061515.9062K27+262.541517.4731516.873K27+306.961519.3791518.779K27+320.1519.9381519.338K27+346.9611521.0951520.495K27+356.1521.4821520.882數數據據輸輸入入表表工程項目：名稱樁號(m)及數據高程(m)名稱數據變坡點K2

12、7+40027400.0001523.37切線長T(m)43.356I10.0429外距E(m)1.044287068I2-0.053446條件值M豎曲線起點樁號K(m)27356.644R(M)900-1豎曲線止點樁號(m)27443.356高高等等級級公公路路縱縱坡坡、豎豎曲曲線線中中樁樁高高程程計計算算名稱樁號(m)高程(m)備注豎豎曲曲線線計計算算部部分分1K27+360.1521.6482K27+365.1521.8303K27+370.1521.9844K27+375.1522.1105K27+380.1522.2096K27+385.1522.2807K27+390.1522.3

13、238K27+395.1522.3389K27+400.1522.326K27+405.1522.285K27+410.1522.217K27+415.1522.122K27+420.1521.998K27+425.1521.847K27+430.1521.668K27+435.1521.461K27+439.921521.230K27+443.3561521.053未未設設有有豎豎曲曲線線部部分分計計算算1K27+760.1504.1292K27+460.1520.163K27+470.1519.629K27+479.921519.099K27+490.1518.560K27+500.151

14、8.025K27+510.1517.491K27+520.1516.956K27+530.1516.422K27+540.1515.888K27+550.1515.353K27+560.1514.819K27+570.1514.284K27+580.1513.750K27+590.1513.215K27+600.1512.681K27+605.671512.378K27+610.1512.146K27+620.1511.612K27+630.1511.077K27+645.671510.240K27+650.1510.009K27+660.1509.474K27+670.1508.940K27

15、+680.1508.405K27+690.1507.871K27+704.521507.095K27+710.1506.802K27+720.1506.267K27+730.1505.733K27+744.521504.957K27+750.1504.664K27+760.1504.129K27+769.1503.648數數據據輸輸入入表表工程項目：名稱樁號(m)及數據高程(m)名稱數據變坡點K27+81527815.0001501.19切線長T(m)45.837I1-0.053446外距E(m)0.37518403I2-0.020705條件值M豎曲線起點樁號K(m)27769.163R(M)28001豎曲線止點樁號(m)27860.837高高等等級級公公路路縱縱坡坡、豎豎曲曲線線中中樁樁高高程程計計算算名稱樁號(m)高程(m)備注豎豎曲曲線線計計算算部部分分1K27+769.1631503.6402K27+770.1503.5953K27+780.1503.0824K27+794.521502.3995K27+800.1502.1616K27+810.1501.7557K27+820.1501.3848K27+830.231501.0429K27+840.1500.75010K27+