Talsperrensteuerzentrale
Stauanlage TS Radeburg II
Letzte Aktualisierung der Webseite: 18.02.2026 17:15 Uhr (MEZ)
Allgemeine Angaben:
Gewässer: Dobrabach
Flusseinzugsgebiet: Oberes Elbtal
Einzugsgebietsgröße: 332,042 km²
Naturraum: Sächsisches Hügelland
Nächstgelegene Stadt: Großenhain
Zuflusspegel Überleiterkanal SP1 zu SP2
Wasserstand in cm
| 01:00 | 04:00 | 07:00 | 10:00 | 13:00 | 16:00 | 19:00 | 22:00 | |
|---|---|---|---|---|---|---|---|---|
| 12.02. | 9 | 9 | 9 | 9 | 9 | 9 | 9 | 9 |
| 13.02. | 9 | 9 | 9 | 53 | 53 | 52 | 52 | 52 |
| 14.02. | 52 | 52 | 52 | 52 | 52 | 51 | 51 | 51 |
| 15.02. | 51 | 50 | 50 | 50 | 50 | 50 | 50 | 49 |
| 16.02. | 49 | 49 | 35 | 38 | 39 | 36 | 36 | 36 |
| 17.02. | 36 | 36 | 36 | 36 | 36 | 36 | 36 | 36 |
| 18.02. | 36 | 36 | 36 | 36 | 36 | 36 | k.A. | k.A. |
Durchfluss in m³/s
| 01:00 | 04:00 | 07:00 | 10:00 | 13:00 | 16:00 | 19:00 | 22:00 | |
|---|---|---|---|---|---|---|---|---|
| 12.02. | 0,000 | 0,000 | 0,000 | 0,000 | 0,000 | 0,000 | 0,000 | 0,000 |
| 13.02. | 0,000 | 0,000 | 0,000 | 1,058 | 1,053 | 1,029 | 1,021 | 1,021 |
| 14.02. | 1,020 | 1,020 | 1,020 | 1,020 | 1,020 | 0,990 | 0,990 | 0,990 |
| 15.02. | 0,979 | 0,954 | 0,950 | 0,950 | 0,950 | 0,948 | 0,944 | 0,929 |
| 16.02. | 0,921 | 0,920 | 0,507 | 0,580 | 0,597 | 0,530 | 0,527 | 0,529 |
| 17.02. | 0,530 | 0,530 | 0,530 | 0,530 | 0,530 | 0,530 | 0,530 | 0,530 |
| 18.02. | 0,530 | 0,530 | 0,530 | 0,530 | 0,530 | 0,530 | k.A. | k.A. |
Abgabepegel
Durchfluss in m³/s
| 01:00 | 04:00 | 07:00 | 10:00 | 13:00 | 16:00 | 19:00 | 22:00 | |
|---|---|---|---|---|---|---|---|---|
| 12.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 13.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 14.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 15.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 16.02. | k.A. | k.A. | k.A. | k.A. | k.A. | 0,049 | k.A. | k.A. |
| 17.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 18.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
Stauanlage
| Teilstauraum | Staulamelle einzeln [Mio. m³] |
Stauinhalt summarisch [Mio. m³] |
|---|---|---|
| Totraum | 0,000 | 0,000 |
| Reserveraum | 3,000 | 3,000 |
| Betriebsraum | 2,000 | 5,000 |
| gewöhnlicher Hochwasser- rückhalteraum |
3,900 | 8,900 |
Beckeninhalt in Mio m³
| 01:00 | 04:00 | 07:00 | 10:00 | 13:00 | 16:00 | 19:00 | 22:00 | |
|---|---|---|---|---|---|---|---|---|
| 12.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 13.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 14.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 15.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 16.02. | k.A. | k.A. | k.A. | k.A. | k.A. | 3,465 | k.A. | k.A. |
| 17.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 18.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
Wasserstand in müNN
| 01:00 | 04:00 | 07:00 | 10:00 | 13:00 | 16:00 | 19:00 | 22:00 | |
|---|---|---|---|---|---|---|---|---|
| 12.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 13.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 14.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 15.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 16.02. | k.A. | k.A. | k.A. | k.A. | k.A. | 142,59 | k.A. | k.A. |
| 17.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |
| 18.02. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. | k.A. |

