In the course of the construction of the Stetzsch flood pumping plant, a flood analysis for the local canal network of ITWH (2006) was carried out on the basis of several load cases.
This topic included results for the Elbe flood and precipitation with a 10-year statistical recurrence.
As further boundary conditions, the foreclosure of the canals along the Elbe at Elbe floods up to 6 m and the maximum pumping capacity were set.
In this case, the shown channel shafts with at least 1 m³ volume overthaw.
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