Research Article
A One-Dimensional Hydrodynamic and Water Quality Model for a Water Transfer Project with Multihydraulic Structures
Table 3
Comparison of parameters between WHYSWESS-WQ and MIKE 11.
| | Parameters | WHYSWESS-WQ | MIKE 11 |
| | Hydrodynamic module | | | Validation | | | Absolute error (m) | −0.009~0.022 | −0.147~0.356 | | Relative error (%) | −0.015~0.034 | −0.24~0.56 | | Water quality module | | | | Dispersion coefficient (m2/s) | 3.47 | 4 | | Decay coefficient (/h) | | | | TP | 0.26 | 0.24 | | | 0.097 | 0.084 | | NH3-N | 0.21 | 0.24 | | F | 0.083 | 0.072 | | Water quality prediction | | | Dispersion coefficient (m2/s) | 3.47 | 4 | | Decay coefficient (/h) | | | Toxic organic | | | Hg | 0 | | Indissoluble heavy metal | | | VOP | |
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Note. on Zhang [18].
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