Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Conclusion A wave regime on reservoirs leads to erosion of their banks, to wave scour. The total length of the shoreline of reservoirs in Slovakia is more than 300 km, of which about 50% is accounted for by those which are characterized by a large storage capacity and intense wave action (Orava, Bolsaja Domasa, Liptovská Mara, Vihorlat). Wave scour in combination with landslides develops rapidly where the banks are composed of thick accumulations of loose deposits. On the basis of the data of long-term investigations on the Orava and Bolsaja Domasa reservoirs it was established that a prediction of the development of reworking of the banks of reservoirs with time under the engineering-geologic conditions of the Carpathian flysh by the methods of Soviet authors E. G. Kachugin and B. A. Pyshkin is found to be reliable. The works of other authors (B. A. Pyshkin, S. V. Rusakov, V. L. Maksimchuk, Yu. N. Sokol'nikov, V. S. Shaitan, et al.) served as the basis for planning protective measures to limit the development of wave abrasion on the indicated reservoirs. These measures were developed in 1974–1975 at the department of geotechnics of SVST in Bratislava [14].
Conclusion A wave regime on reservoirs leads to erosion of their banks, to wave scour. The total length of the shoreline of reservoirs in Slovakia is more than 300 km, of which about 50% is accounted for by those which are characterized by a large storage capacity and intense wave action (Orava, Bolsaja Domasa, Liptovská Mara, Vihorlat). Wave scour in combination with landslides develops rapidly where the banks are composed of thick accumulations of loose deposits. On the basis of the data of long-term investigations on the Orava and Bolsaja Domasa reservoirs it was established that a prediction of the development of reworking of the banks of reservoirs with time under the engineering-geologic conditions of the Carpathian flysh by the methods of Soviet authors E. G. Kachugin and B. A. Pyshkin is found to be reliable. The works of other authors (B. A. Pyshkin, S. V. Rusakov, V. L. Maksimchuk, Yu. N. Sokol'nikov, V. S. Shaitan, et al.) served as the basis for planning protective measures to limit the development of wave abrasion on the indicated reservoirs. These measures were developed in 1974–1975 at the department of geotechnics of SVST in Bratislava [14].
Wave reworking of reservoir banks composed of flysch in Slovakia
Lukac, M. (Autor:in)
1979
Aufsatz (Zeitschrift)
Englisch
BKL:
56.30
Wasserbau
Lokalklassifikation TIB:
770/6550/8000
Wave reworking of reservoir banks composed of flysch in Slovakia
| Springer Verlag | 1979
Method of quick predictive estimate of the rate of reworking reservoir banks
| Springer Verlag | 1993
Method of Quick Predictive Estimate of the Rate of Reworking Reservoir Banks
| British Library Online Contents | 1993
Method of quick predictive estimate of the rate of reworking reservoir banks
| Online Contents | 1993
Prediction of reworking of the banks of lower reservoirs of pumped-storage stations
| Online Contents | 1989