Research Article
Extent of Entry Capacity Loss at Roundabouts Caused by Rainy Conditions
Table 2
Typical entry flow (pcu/h).
| Period | Dry | Rainfall | L | M | H |
| 1 | 828 | 521 | 712 | 629 | 2 | 607 | 780 | 712 | 703 | 3 | 852 | 821 | 492 | 657 | 4 | 1053 | 667 | 501 | 734 | 5 | 1070 | 676 | 897 | 593 | 6 | 787 | 732 | 619 | 729 | 7 | 796 | 664 | 679 | 813 | 8 | 864 | 734 | 463 | 1021 | 9 | 1048 | 842 | 741 | 744 | 10 | 1202 | 955 | 969 | 693 | 11 | 607 | 928 | 888 | 624 | 12 | 979 | 1079 | 979 | 864 |
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