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Silting of stilling basins by bedload sediments
Galeta, Martin ; Roušar,, Ladislav (referee) ; Zachoval, Zbyněk (advisor)
The main goal of this study is to define the technique to be used to assess the aggradation (by bed load) and degradation (of sediments) of the recessed as well as non-recessed stilling basins of rectangular cross section; when the hydraulic jump occurs in the stilling basin where the submergence coefficient equals 1,05. It consists of two parts, theoretical and experimental. The theoretical part summarizes the related theory on a hydraulic jump, design of a stilling basin, an incipient motion of sediment, an assessment of silting and scouring of the stilling basin. The second part, the actual experiment, led to the determination of the critical values essential for the assessment. For the evaluation, the nondimensional shear stress and the densimetric Froude number were used.
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Hydraulic Jump Energy Dissipation in the channel extension
Pospíšil, Radek ; Haluza,, Miloslav (referee) ; Šulc, Jan (advisor)
The diploma thesis is focused on the evaluation of the suppression of supercritical current energy in the area of the river bed extension. The hydraulic model was used to simulate current conditions for different variants of river bed arrangement. Individual variants were then evaluated according to the relevant criteria and compared with each other. Results can be applied in hydrotechnical practice based on model similarity.
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Fluid flow in open chanels
Netopilík, Jan ; Haluza, Miloslav (referee) ; Štigler, Jaroslav (advisor)
Water has been, is and will be an integral and crucial part of everyday life of all people. Since ancient times people have been transporting water by channels not only for irrigation. The aim of this thesis is to get acquainted with the theory of its behavior in artificial canals. Then show one of the ways how to solve a channel that has a zero bottom slope.
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Influence of transverse bottom elements on energy dissipation in the stilling basin
Knoflíček, Jakub ; Haluza,, Miloslav (referee) ; Šulc, Jan (advisor)
The thesis is dealing with comparing of the kinetic energy flow dissipation in stilling basins of different cross-section, supplemented by cross bottom elements based on model research. Purpose of work is the desire to reconstruct the existing building security structure of waterworks along with increasing their capacity. Within experimental research were measured depths in different variants. Based on the results of model tests are evaluated and tabulated sorted variants of the combat effectiveness of the kinetic energy flow. The results will be used for the efficient design of additional alterations of stilling basins.
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efficiency of the bottom elements on the supercritical flow energy dissipation
Knoflíček, Jakub ; Haluza,, Miloslav (referee) ; Šulc, Jan (advisor)
The thesis is dealing with comparing dissipation of the kinetic energy water flow using various bottom elements based on model research. There is missing information about efficiency of different kinds of bottom elements. This absence does not allow to compare different modification of the bottom of stilling basins. Within experimental research were measured depths in different variants. Based on the results of model tests are evaluated and tabulated sorted variants of the combat efficiency of the kinetic energy water flow. The results will be used for the efficient and economic design of additional alterations of stilling basins.
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|
|
Hydraulic Jump Energy Dissipation in the channel extension
Pospíšil, Radek ; Haluza,, Miloslav (referee) ; Šulc, Jan (advisor)
The diploma thesis is focused on the evaluation of the suppression of supercritical current energy in the area of the river bed extension. The hydraulic model was used to simulate current conditions for different variants of river bed arrangement. Individual variants were then evaluated according to the relevant criteria and compared with each other. Results can be applied in hydrotechnical practice based on model similarity.
|
|
|
Fluid flow in open chanels
Netopilík, Jan ; Haluza, Miloslav (referee) ; Štigler, Jaroslav (advisor)
Water has been, is and will be an integral and crucial part of everyday life of all people. Since ancient times people have been transporting water by channels not only for irrigation. The aim of this thesis is to get acquainted with the theory of its behavior in artificial canals. Then show one of the ways how to solve a channel that has a zero bottom slope.
|
|
|
Silting of stilling basins by bedload sediments
Galeta, Martin ; Roušar,, Ladislav (referee) ; Zachoval, Zbyněk (advisor)
The main goal of this study is to define the technique to be used to assess the aggradation (by bed load) and degradation (of sediments) of the recessed as well as non-recessed stilling basins of rectangular cross section; when the hydraulic jump occurs in the stilling basin where the submergence coefficient equals 1,05. It consists of two parts, theoretical and experimental. The theoretical part summarizes the related theory on a hydraulic jump, design of a stilling basin, an incipient motion of sediment, an assessment of silting and scouring of the stilling basin. The second part, the actual experiment, led to the determination of the critical values essential for the assessment. For the evaluation, the nondimensional shear stress and the densimetric Froude number were used.
|
|
|
efficiency of the bottom elements on the supercritical flow energy dissipation
Knoflíček, Jakub ; Haluza,, Miloslav (referee) ; Šulc, Jan (advisor)
The thesis is dealing with comparing dissipation of the kinetic energy water flow using various bottom elements based on model research. There is missing information about efficiency of different kinds of bottom elements. This absence does not allow to compare different modification of the bottom of stilling basins. Within experimental research were measured depths in different variants. Based on the results of model tests are evaluated and tabulated sorted variants of the combat efficiency of the kinetic energy water flow. The results will be used for the efficient and economic design of additional alterations of stilling basins.
|
|
|
Influence of transverse bottom elements on energy dissipation in the stilling basin
Knoflíček, Jakub ; Haluza,, Miloslav (referee) ; Šulc, Jan (advisor)
The thesis is dealing with comparing of the kinetic energy flow dissipation in stilling basins of different cross-section, supplemented by cross bottom elements based on model research. Purpose of work is the desire to reconstruct the existing building security structure of waterworks along with increasing their capacity. Within experimental research were measured depths in different variants. Based on the results of model tests are evaluated and tabulated sorted variants of the combat effectiveness of the kinetic energy flow. The results will be used for the efficient design of additional alterations of stilling basins.
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