Extent of Entry Capacity Loss at Roundabouts Caused by Rainy Conditions

Table 3

Typical circulating flow (pcu/h).

Period	Dry	Rainfall
		L	M	H
1	1286	1093	1076	902
2	1385	1004	988	969
3	1382	1092	960	938
4	1123	1006	960	954
5	1181	1100	984	874
6	1490	1228	1200	1120
7	1464	1288	1101	1027
8	1336	1262	1097	919
9	1063	1001	1076	906
10	1075	1099	912	956
11	1665	1099	936	1004
12	1123	876	888	946