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IP-W " ~ - ` - JUWEL - Forschungszentrum Jülich

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Tab . 17 : Ranges and medians of the calculated total runoff levels of the subbasins<br />

of the Rur catchment .<br />

. . . . . . . . . . . . . . . .<br />

Subbasin Range Median<br />

_ ................. ................. ..............<br />

LowerRur<br />

537 mm/a 202 mm/a<br />

Middle Rur<br />

Upper Rur<br />

Wurrn<br />

Merzbach<br />

Inde<br />

Ellebach<br />

Kali<br />

Urft<br />

Rur catchment<br />

606 rnm/a 112 mm/a<br />

850 mrn/a 90 mm/a<br />

582 rnm/a 161 mm/a<br />

574 mm/a 243 mn9/a<br />

670 mm/a 100 mm/a<br />

657 mm/a<br />

667 mm/a<br />

132 r^m/a<br />

mm/a<br />

942 mm/a 126 r - nfa<br />

The highest medians (243 mm/a and 202 mm/a) are reached in the Merzbach<br />

and the Lower Rur subbasins . In the Wurm and Ellebach subbasins, where<br />

also unconsolidated rocks are predominate, the medians are slightly lower<br />

with values around 150 mm/a . The reason for this finding is the relatively large<br />

occurrence of groundwater- and waterlogging-affected soils in these regions,<br />

which are accompanied with high direct runoff fractions .<br />

The lowest mean groundwater recharge level is reached in the Urft and Kall<br />

subbasins (median : 65 mm/a and 81 mm/a) . In these subbasins impermeable<br />

Devonian solid rocks are predominate . The small pore volume and the associ-<br />

ated low hydraulic conductivity of these rocks lead to relatively high interflow<br />

rates and, therefore only a relatively small fraction of the runoff contributes to<br />

groundwater recharge . Additionally, these subbasins are situated in the lee<br />

site of the high mountains of the Hohes Venn, thus receiving relatively low<br />

annual precipitation rates compared to the south-western part of the catch-<br />

ment .<br />

4.2.4 Direct runoff<br />

Fig . 23 shows the frequency distribution of the direct runoff levels calculated<br />

for Rur catchment . The maximum of the distribution is formed by the class<br />

from 0 to 50 mm/a, in which approx. 28 % of the values are found . About half<br />

of all calculated direct runoff levels are above 200 mm/a . The maximum values<br />

can exceed 800 mm/a (less than 0 .1 %) .<br />

9 1

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