Basic characteristics of the construction and its future operation:
Basic information
| Elevation of the dam crest |
329.50 m a.s.l. |
| Elevation of the safety spillway (only for malfunction) |
328.30 m a.s.l. |
| Maximum water level at Q100 |
327.29 m a.s.l. |
| Maximum safe water level |
328.80 m a.s.l. |
| Elevation of the min. operational water level |
322.50 m a.s.l. |
| Elevation of the max. unregulated water level |
325.00 m a.s.l. |
| Height of the dam |
10.5 m |
| Width of the dam crest |
5.00 m |
| Slope of the upstream face |
1:2; 1:2.5; 1:3 |
| Slope of the downstream face |
1:2.5 |
| Length of the dam |
238.25 m |
| Designed discharge Q100 above the weir |
13.5 m3.s-1 |
| Influenced discharge Q100 under the weir |
0.14 m3.s-1 |
| Volume of the designed flood wave Q100 |
91,827 m3 |
| Volume of the designed flood wave Q100+60% |
146,924 m3 |
| Volume of the storage space |
59,400 m3 |
| Volume of the retention space |
142,597 m3 |
Basic characteristics of the construction and its future operation:
The construction serves for flood protection of the area located under the dam.
Basic information| Name of the construction | Protection dam Padelky |
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| Character of the construction | New |
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| Place of the construction | Cadastral municipality of Myjava |
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| District | Myjava |
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| Region | Trenčín |
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