National Repository of Grey Literature 3 records found  Search took 0.01 seconds. 
Verification of the dependence between rain intensity and N-year flow for selected river basins
Tomášek, Lukáš ; BBA, Šárka Zemanová, (referee) ; Kozel, Tomáš (advisor)
The bachelor thesis deals with the verification of various precipitation events in two selected river basins. Within the work, both river basins are schematized and a precipitation-runoff model is created for each of them, being calibrated on the basis of proposal flow rates from the Odra River Basin. Alternative rain intensities are tested on the calibrated precipitation-runoff model. The result should be a flow rate that corresponds approximately to the proposed flow rate Q20.
Verification of the dependence between rain intensity and N-year flow for selected river basins with measurement
Tomášek, Lukáš ; Zemanová, Šárka (referee) ; Kozel, Tomáš (advisor)
The diploma thesis deals with the verification of various precipitation events in the selected river basins with measurements. As part of the work, schematization is for a given river basin made and a precipitation-runoff model is created and calibrated based on measurements in the final profile for 2 variants of calculations. Alternative rain intensities with different periodicity and duration are then tested on the calibrated precipitation-runoff model to achieve the required flow rate Q20. Finally, the aforementioned results are evaluated and recommendations are made from them.
Verification of the dependence between rain intensity and N-year flow for selected river basins
Tomášek, Lukáš ; BBA, Šárka Zemanová, (referee) ; Kozel, Tomáš (advisor)
The bachelor thesis deals with the verification of various precipitation events in two selected river basins. Within the work, both river basins are schematized and a precipitation-runoff model is created for each of them, being calibrated on the basis of proposal flow rates from the Odra River Basin. Alternative rain intensities are tested on the calibrated precipitation-runoff model. The result should be a flow rate that corresponds approximately to the proposed flow rate Q20.

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