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Soil Erosion and Flood Risk Management

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Discharge in<br />

cm3 Discharge [m³/s]<br />

/sec<br />

Q max<br />

Q t<br />

The Problem<br />

The Problem illustrated in Figure 1 is based on the fact, that most of the existing drainage channels <strong>and</strong><br />

gullies are able to transport more than a certain discharge Qt without inundating the surrounding area. If the<br />

discharge overtops this threshold <strong>and</strong> reaches a peak discharge Q max, all resulting discharge (Qmax – Qt) is<br />

exceeding the drainage capacity of the transport channel <strong>and</strong> leads to flood water which cause inundation<br />

within the city.<br />

Fig. 1: An illustration of a hydrograph<br />

In order to adequately study the erosion <strong>and</strong> flood water processes <strong>and</strong> find appropriate solutions to the<br />

above research questions, the study team of 26 persons was subdivided into different groups. Each group had<br />

a specific research objective <strong>and</strong> members worked as a team both in the field as well as in generating a group<br />

report. Besides, each group gave a short presentation of their work after every two days. Below, is the<br />

summary of each group listed in chapter four.<br />

Time<br />

3

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