Flash Flood Risk Management â A Training of Trainers ... - ReliefWeb
Flash Flood Risk Management â A Training of Trainers ... - ReliefWeb
Flash Flood Risk Management â A Training of Trainers ... - ReliefWeb
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Day 3<br />
Figure 15: Types <strong>of</strong> landslides<br />
a. Fall b. Topple c. Slide<br />
Talus<br />
d. Spread<br />
e. Flow<br />
Original Position<br />
Session 14<br />
Moving Mass<br />
Source: Deoja et al. (1991)<br />
Flows. Flows move like a viscous fluid, sometimes very rapidly, and can travel several miles. Water is not<br />
essential for flows to occur, although most flows form after periods <strong>of</strong> heavy rainfall. The different types <strong>of</strong><br />
flow include earth flow, mud flow, debris flow, debris avalanche, and creep. Mud flows contain at least 50%<br />
sand, silt, and clay particles. A debris flow is a slurry <strong>of</strong> soil, rock, and organic matter combined with air and<br />
water. Debris flows usually occur on steep gullies. Creep is a very slow, almost imperceptible flow <strong>of</strong> soil and<br />
bedrock.<br />
Formation and types <strong>of</strong> landslide dams<br />
In general, high landslide dams form in steep-walled, narrow valleys because there is little area for the<br />
landslide mass to spread out (Costa and Schuster 1988). Commonly, large landslide dams are caused by<br />
complex landslides that start as slumps or slides and transform into rock or debris avalanches. Excessive<br />
precipitation and earthquakes are the most important triggers that can initiate landslides that form dams<br />
(Figure 16). Other mechanisms include stream under-cutting and entrenchment.<br />
Landslide dams can be classified geomorphologically according to their orientation relative to the valley floor<br />
(Swanson et al. 1986, in Costa and Schuster 1988) and factors causing their formation (Figure 17,<br />
Table 10).<br />
Modes <strong>of</strong> failure <strong>of</strong> landslide dams and triggering factors<br />
A natural landslide dam differs from a constructed dam in that it is made up <strong>of</strong> a heterogeneous mass <strong>of</strong><br />
unconsolidated or poorly consolidated material and has no proper drainage system to prevent piping and<br />
control pore pressure. It also has no channelised spillway or other protected outlet; as a result, landslide dams<br />
commonly fail by overtopping (Figure 18) (after which the overflow water erodes the dam and breaching<br />
93