Research Article
Capacity Estimation for On-Ramp Merging Section of Urban Expressway Based on Time Headway Loss
Table 2
The relations between
,
, and
.
| (pcu/h) | (km/h) | 0 | 4.5 | 9 | 13.5 | 18 | 22.5 | 27 | 31.5 | 36 | 40.5 | 45 |
| 200 | 1993 | 1983 | 1974 | 1964 | 1954 | 1945 | 1935 | 1925 | 1915 | 1904 | 1894 | 400 | 1983 | 1962 | 1940 | 1918 | 1895 | 1872 | 1848 | 1823 | 1798 | 1773 | 1746 | 600 | 1972 | 1936 | 1899 | 1861 | 1821 | 1780 | 1738 | 1694 | 1650 | 1604 | 1557 | 800 | 1959 | 1906 | 1851 | 1795 | 1736 | 1676 | 1615 | 1555 | 1495 | 1437 | 1383 | 1000 | 1945 | 1874 | 1802 | 1728 | 1655 | 1586 | 1520 | 1461 | 1409 | 1363 | 1325 | 1200 | 1931 | 1845 | 1761 | 1682 | 1612 | 1552 | 1503 | 1463 | 1430 | 1404 | 1383 | 1400 | 1921 | 1829 | 1749 | 1684 | 1634 | 1597 | 1568 | 1546 | 1529 | 1515 | 1504 | 1600 | 1920 | 1841 | 1785 | 1747 | 1720 | 1701 | 1687 | 1676 | 1668 | 1661 | 1655 | 1800 | 1941 | 1898 | 1873 | 1858 | 1848 | 1841 | 1835 | 1831 | 1828 | 1825 | 1823 |
| (s) | 0.00 | 0.63 | 1.25 | 1.88 | 2.50 | 3.13 | 3.75 | 4.38 | 5.00 | 5.63 | 6.25 |
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