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