Hydrological Design of Nonstationary Flood Extremes and Durations in Wujiang River, South China: Changing Properties, Causes, and Impacts

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td align="left" rowspan="2">Station</td><td align="center" rowspan="2">Flow period</td><td align="center" rowspan="2">PD</td><td align="center" colspan="3">Parameters</td></tr><tr class="thead"><td align="center">Scale</td><td align="center">Shape</td><td align="center">Location</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td align="left">Pingshi</td><td align="center"><span style="width: 84.824997px;"><svg height="11.275" id="M59" style="vertical-align:-0.20474pt" version="1.1" viewbox="0 0 84.824997 11.275" width="84.824997" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg></span></td><td align="center">GLO</td><td align="center">286.412</td><td align="center">−0.346</td><td align="center">1085.513</td></tr><tr><td align="left">Lishi</td><td align="center"><span style="width: 84.824997px;"><svg height="11.275" id="M60" style="vertical-align:-0.20474pt" version="1.1" viewbox="0 0 84.824997 11.275" width="84.824997" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg></span></td><td align="center">GLO</td><td align="center">512.532</td><td align="center">−0.303</td><td align="center">1940.168</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Parameter estimation of optimal distribution model in Wujiang River (MLE).

Mathematical Problems in Engineering

tab3

Table 3

Table 3: Hydrological Design of Nonstationary Flood Extremes and Durations in Wujiang River, South China: Changing Properties, Causes, and Impacts 