Peak | Peak flow modulus | Km | m3/(s·km2) | Km=Qm/A |
Peak flow occurrence time | Tm | h | Tm=T(Qm) |
Lag time | Tl | h | Tl=Tm-FMPI |
Dynamics | Average rate of rising limb | RQ | s-1 | $RQ=\frac{3600\left( {{Q}_{m}}-{{Q}_{begin}} \right)}{\left( Tm-{{T}_{begin}} \right)\sum\limits_{t={{T}_{begin}}}^{{{T}_{end}}}{{{Q}_{t}}}}$ |
Average rate of declining limb | DQ | s-1 | $DQ=\frac{3600\left( {{Q}_{m}}-{{Q}_{end}} \right)}{\left( {{T}_{end}}-Tm \right)\sum\limits_{t={{T}_{begin}}}^{{{T}_{end}}}{{{Q}_{t}}}}$ |
Flood hydrograph kurtosis | K | - | $K=\frac{1}{N}\sum\limits_{t={{T}_{begin}}}^{{{T}_{end}}}{{{\left( \frac{{{Q}_{t}}-\mu }{\sigma } \right)}^{4}}}$ |