 |
|
H
[cm]
|
Q
[m3.s-1]
|
QN
|
04.04.2025 03:40
| 25 |
1,030
|
|
04.04.2025 03:30
| 25 |
1,030
|
|
04.04.2025 03:20
| 25 |
1,030
|
|
04.04.2025 03:10
| 26 |
1,060
|
|
04.04.2025 03:00
| 25 |
1,030
|
|
04.04.2025 02:00
| 26 |
1,060
|
|
04.04.2025 01:00
| 26 |
1,060
|
|
04.04.2025 00:00
| 26 |
1,060
|
|
03.04.2025 23:00
| 26 |
1,060
|
|
03.04.2025 22:00
| 26 |
1,060
|
|
03.04.2025 21:00
| 26 |
1,060
|
|
03.04.2025 20:00
| 26 |
1,090
|
|
03.04.2025 19:00
| 26 |
1,090
|
|
03.04.2025 18:00
| 27 |
1,120
|
|
03.04.2025 17:00
| 27 |
1,120
|
|
03.04.2025 16:00
| 26 |
1,090
|
|
03.04.2025 15:00
| 26 |
1,090
|
|
03.04.2025 14:00
| 26 |
1,090
|
|
03.04.2025 13:00
| 26 |
1,090
|
|
03.04.2025 12:00
| 26 |
1,090
|
|
03.04.2025 11:00
| 27 |
1,120
|
|
03.04.2025 10:00
| 26 |
1,090
|
|
03.04.2025 09:00
| 26 |
1,090
|
|
03.04.2025 08:00
| 27 |
1,120
|
|
03.04.2025 07:00
| 27 |
1,120
|
|
03.04.2025 06:00
| 27 |
1,120
|
|
03.04.2025 05:00
| 27 |
1,150
|
|
03.04.2025 04:00
| 27 |
1,150
|
|
02.04.2025 07:00
| 29 |
1,240
|
|
01.04.2025 07:00
| 28 |
1,210
|
|
31.03.2025 07:00
| 28 |
1,210
|
|
30.03.2025 07:00
| 29 |
1,270
|
|
29.03.2025 07:00
| 25 |
1,030
|
|
H — Wasserstand
Q — Abfluss
QN — QN |