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 informationName 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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