Research Article
Evolution Mechanism of Meandering River Downstream Gigantic Hydraulic Project I: Hydrodynamic Models and Verification
Table 3
Water level at flood period (
is flow rate,
is measured value,
is predicted value, and
is error,
).
| Section
location | Jianli CR @ July, 2007 | Fanzui CR @ Aug, 2010 | Tiaoguan CR @ Sep, 2010 | | =28900 m3/s | =20444 m3/s | =19735 m3/s | | | | | | | | | | | (m) | (m) | (m) | (m) | (m) | (m) | (m) | (m) | (m) |
| | 1#L | 31.46 | 31.5 | 0.04 | 29.02 | 29.00 | -0.02 | 32.15 | 32.16 | 0.00 | | 2#L | 31.26 | 31.37 | 0.11 | 28.88 | 28.86 | -0.02 | 31.92 | 31.94 | 0.02 | | 3#L | 31.1 | 31.1 | 0.00 | 28.70 | 28.67 | -0.03 | 31.77 | 31.78 | 0.01 | | 4#L | 31.1 | 31.1 | 0.00 | 28.50 | 28.51 | 0.01 | 31.62 | 31.62 | 0.00 | | 5#L | 30.99 | 30.97 | -0.02 | 28.35 | 28.40 | 0.05 | 31.46 | 31.43 | -0.03 | | 6#L | / | / | / | 28.15 | 28.16 | 0.01 | 31.33 | 31.29 | -0.04 | | 7#L | / | / | / | / | / | / | 31.04 | 31.02 | -0.02 |
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