Research Article
Accuracy Improvement of Discharge Measurement with Modification of Distance Made Good Heading
Table 3
Time series of hydrologic events used in this study.
| Event number 1 (normal flow condition) | Event number 2 (flood flow condition) | May 18, 2012 | Obs. flow (m3/s) | Obs. HWL (el. m) | June 28, 2011 | Obs. flow (m3/s) | Obs. HWL (el. m) |
| 12:00 | 127.63 | 52.87 | 16:30 | 1899.39 | 54.75 | 12:10 | 127.63 | 52.87 | 16:40 | 1998.44 | 54.84 | 12:20 | 127.63 | 52.87 | 16:50 | 1976.32 | 54.82 | 12:30 | 127.63 | 52.87 | 17:00 | 1976.32 | 54.82 | 12:40 | 127.63 | 52.87 | 17:10 | 1976.32 | 54.82 | 12:50 | 127.63 | 52.87 | 17:20 | 2020.62 | 54.86 | 13:00 | 127.63 | 52.87 | 17:30 | 1976.32 | 54.82 | 13:10 | 127.63 | 52.87 | 17:40 | 1954.27 | 54.80 | 13:20 | 127.63 | 52.87 | 17:50 | 1954.27 | 54.80 | 13:30 | 127.63 | 52.87 | 18:00 | 1943.26 | 54.79 |
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