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Water management solution of Tršice reservoir
Chyba, Martin ; Fína, David (referee) ; Starý, Miloš (advisor)
The master thesis follows the bachelor's thesis entitled Water management solution of a small water Tršice reservoir. The object of the work is the completion of the water management solution at the Tršice reservoir. In the terms of the storage function of the reservoir, it will be a question of finding a possible increase of runoff for irrigation in the growing season of various crops. In the terms of the protective function, it will be a transformation of flood waves of Tršice reservoirs and below ponds.
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Water management solution of Tršice small water reservoir
Chyba, Martin ; Fína, David (referee) ; Starý, Miloš (advisor)
The aim of the Brachelor thesis is appropriate design water managment solution of storage tank function and protective function of small water resevoir Tršice. Part of the thesis is performing the calculation of safety reservoir during different values of security coefficients and different levels of overflow edge of safety edge. Will be perfomed transformation of flood waves.
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Water management solution of Tršice reservoir
Chyba, Martin ; Fína, David (referee) ; Starý, Miloš (advisor)
The master thesis follows the bachelor's thesis entitled Water management solution of a small water Tršice reservoir. The object of the work is the completion of the water management solution at the Tršice reservoir. In the terms of the storage function of the reservoir, it will be a question of finding a possible increase of runoff for irrigation in the growing season of various crops. In the terms of the protective function, it will be a transformation of flood waves of Tršice reservoirs and below ponds.
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Water management solution of Tršice small water reservoir
Chyba, Martin ; Fína, David (referee) ; Starý, Miloš (advisor)
The aim of the Brachelor thesis is appropriate design water managment solution of storage tank function and protective function of small water resevoir Tršice. Part of the thesis is performing the calculation of safety reservoir during different values of security coefficients and different levels of overflow edge of safety edge. Will be perfomed transformation of flood waves.
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