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| Flooding |
| In 1961, SDAG Wismut began prospecting for uranium in the
Elbe valley Cretaceous formation in Saxony. Uranium mining using conventional
methods started at this site in 1967. Localised in different sandstones
of the Cretaceous formation, the uranium deposit was developed across
an area of approx. 6 km² and mined near the towns of Königstein –
Bielatal – Langenhennersdorf – Struppen. As it was located
in the immediate vicinity of the main shafts, the locality of Leupoldishain
was almost completely undermined. Local and regional hydrology had significant
impact on mining and subsequent mine rehabilitation. Reserves of the Königstein
deposit totalled some 30,000 tonnes of uranium. The mine has some exceptional
features which have to be taken into consideration when it comes to stabilisation
and subsequent flooding. Given the relatively low grades of uranium mineralisation
in the sandstone, investigations were conducted in the early 1970s to
identify more efficient chemical production processes. In 1984 underground
uranium mining was switched to chemical leaching. Various leaching technologies
were used involving water diluted sulphuric acid. This leach solution
was injected via boreholes into prepared sandstone blocks or blasted chambers.
Following leaching, the pregnant liquor was collected and pumped to the
surface for further treatment. Eventually, the uranium was separated in
a processing plant. |
independent concept for the flooding of the Königstein
mine was developed back in 1991. Ten years later the stage was set to
initiate controlled flooding of that mine. When the flood level reached approx. 180 m a.s.l. in July, 2003, there was locally emergence of mine water in Freital-Potschappel. Thereupon, the flooding was suspended, and the flood level was lowered to some 156 m a.s.l. by the resumption of mine water pumping. Wismut, regulators, and advisers took months to determine the reasons of this emergence. It is assumed that some unknown water routing from century-old coal mining operations had played a major part. To achieve consolidated findings, an application was filed for the resumption of filling up to a level of 165 m a.s.l. At level rise > 156 m a.s.l. there was confirmation of the hydraulic connection existing between the Gittersee/Bannewitz and Heidenschanze mine fields. With a view to avoiding any further mine damage from such flood water levels, a connecting gallery (WISMUT-Stolln) is being driven at the geotechnically uncritical level of 120 a.s.l. starting from the Dresden/Gittersee/Bannewitz mine field to the Elbstolln to ensure the sustained safe discharge of flood water from the mine fields located on the right bank of the Weißeritz creek. This gallery will divert flood waters from the abandoned uranium mine fields to the Tiefer Elbstolln that ensures controlled discharge into the Elbe River. This will keep the flood water at a constant level of 120 m a.s.l.
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