Under Article 6C, during the flood season for planning purposes, the average daily peak flow during the flood season (July-October) of the simulated baseline flow regime (1986-2000) at each of the selected hydrological stations (exclude Kampong Luong and Prek Kdam stations) is to be compared data derived from the Baseline Scenario. A scenario would NOT be deemed acceptable for planning purposes if one or more simulated daily peak flows in the flood season at one or more hydrological stations are above these thresholds.
| Article reference | Flow framework for planning purposes | |
|---|---|---|
| Article 6C | Preventing average daily peak flows greater than what naturally occur on the average during the flood season |
Average daily peak flow during the flood season (July-October) |
| Station | Jul | Aug | Sep | Oct |
|---|---|---|---|---|
| Chiang Saen | 7,450 | 8,652 | 7,727 | 5,861 |
| Vientiane | 10,799 | 13,723 | 14,285 | 9,415 |
| Khong Chiam | 22,270 | 27,251 | 27,561 | 17,798 |
| Pakse | 24,334 | 30,720 | 31,087 | 20,618 |
| Stung Treng | 31,549 | 40,178 | 41,003 | 29,722 |
| Kratie | 32,607 | 41,627 | 42,936 | 31,081 |
| Chrouy Changvar | 26,940 | 32,933 | 33,663 | 27,171 |
| Tan Chau | 16,386 | 19,723 | 21,154 | 20,837 |
| Chau Doc | 3,304 | 5,119 | 5,683 | 5,659 |
