Discharge of landslide-induced debris flows: case studies of Typhoon Morakot in southern Taiwan
Three debris-flow gullies, the Hong-Shui-Xian (HSX), Sha-Xin-Kai (SXK), and Xin-Kai-Dafo (XKD) gullies, located in the Shinfa area of southern Taiwan, were selected as case studies on the discharge of landslide-induced debris flows caused by Typhoon Morakot in 2009. The inundation characteristics of...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Copernicus Publications
2014-07-01
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Series: | Natural Hazards and Earth System Sciences |
Online Access: | http://www.nat-hazards-earth-syst-sci.net/14/1719/2014/nhess-14-1719-2014.pdf |
Summary: | Three debris-flow gullies, the Hong-Shui-Xian (HSX),
Sha-Xin-Kai (SXK), and Xin-Kai-Dafo (XKD) gullies, located in the Shinfa area
of southern Taiwan, were selected as case studies on the discharge of
landslide-induced debris flows caused by Typhoon Morakot in 2009. The
inundation characteristics of the three debris flows, such as the debris-flow
volume <i>V</i>, deposition area <i>A</i><sub>d</sub>, and maximum flow depth, were
collected by field investigations and simulated using the numerical modeling
software FLO-2D. The discharge coefficient <i>c</i><sub>b</sub>, defined as the
ratio of the debris-flow discharge <i>Q</i><sub>dp</sub> to the water-flow discharge
<i>Q</i><sub>wp</sub>, was proposed to determine <i>Q</i><sub>dp</sub>, and <i>Q</i><sub>wp</sub>
was estimated by a rational equation. Then, <i>c</i><sub>b</sub> was calibrated by
a comparison between the field investigation and the numerical simulation of
the inundation characteristics of debris flows. Our results showed that the
values of <i>c</i><sub>b</sub> range from 6 to 18, and their values are affected
by the landslide ratio <i>R</i><sub>L</sub>. Empirical relationships for
<i>c</i><sub>b</sub> versus <i>R</i><sub>L</sub>, <i>Q</i><sub>dp</sub> versus <i>Q</i><sub>wp</sub>,
<i>Q</i><sub>dp</sub> versus <i>V</i>, and <i>A</i><sub>d</sub> versus <i>V</i> are also presented. |
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ISSN: | 1561-8633 1684-9981 |