4 Anthropogenic Water Reservoirs in Poland
65
Table 4.1 (continued)
Reservoir a
Catchment
Water
level
Commissio-ning
date
Key
roles g
Maximum
area [km 2 ]
Total
capacity
[hm 3 ]
48
Pierzchały b
Pasł˛ eka
(–)
1936
E, R 2.4
11.5
49
Myczkowce f
San
15.0 1961
E
2.0
11.0
50
Dzier˙ zno Małe e Drama
(–)
1938
T, R,
F
1.2
10.0
Explanatory notes (–) no data available, a ranked in descending order of total capacity (at
maximum water level); b reservoir impounded by dam, c barrage; d reservoir commissioning year after
modifications; e flooded mineral working; f upper reservoir of a pumped storage power plant; g economic
role (R—tourism and recreation, E—energy generation, F—flood protection, S—water supply, T—
transport or the improvement of navigation conditions, B—fisheries management). (1 hm 3 = 1 mln
m 3 )
Source [11]; amended and supplemented
Fig. 4.3 Pogoria III Reservoir—an example of a flooded mineral working Photo: M. Rz˛ etała
occur, and depressions, ditches, sinkholes, crevices or thresholds are formed. On
the other hand, so-called continuous deformations are formed where the overlying
rocks are plastic, or the mining takes place at greater depths; these result in subsidence troughs being formed whose shape is roughly circular or elliptical and their
morphometric characteristics depend on factors related to the mining methods used
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