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Safety Assesment of the Hostim Dam during Floods
Šilhánková, Lenka ; Hopjan, Pavel (referee) ; Jandora, Jan (advisor)
The aim of this Bachelor Thesis is to evaluate and subsequently evaluate the current state VD Hostim in the conversion of KPV with parameters PV100. Processing takes place according to the requirements of ČSN 75 2935. The content of the work is a description and summary of the basic data on the water structure the documents and the resulting values, including descriptions of hydraulic calculations. Based on the results, remedial measures will be proposed to secure the waterworks. These measures will help ensure the safety and reliability of the water structure.
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Assessment of dam safety during the floods
Hala, Mario ; Jandora, Jan (referee) ; Říha, Jaromír (advisor)
The Diploma thesis deals with the safety assesment of the small water reservoir Bartošovice III during the floods, according to requirments of TNV 75 2935 (technical standard). First two chapters are devoted to the description of the dam purpose. Following chapter deals with the summary of basic information and documentation, including hydraulic analysis. In the following section maximum permissible safe water level is determined together with the maximum check flood water level in reservoir which reflects the flood wave transformation. In the final evaluation the comparison of the maximum permissible safe water level with maximum check flood level is carried out. At the end of the thesis recommendations leading to ensuring of reliability and safety of water reservoir are listed.
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Safety assesment of dams during floods.
Valchař, Jiří ; Šimek, Richard (referee) ; Říha, Jaromír (advisor)
This bachelor’s thesis deals with the safety assesment of the small water reservoir Bílovec during the floods, according to requirments of TNV 75 2935 (technical standard). First two chapters are devoted to description of the dam purpose. Following chapter deals with the summary of basic information and documentation, including hydraulic analysis. In the following section maximum permissible safe water level is determined together with the maximum check flood water level in reservoir which reflects the flood wave transformation. In the final evaluation the comparison between the maximum permissible safe water level and maximum check flood level is carried out. At the end of the thesis recommendations leading to ensuring of reliability and safety of water reservoir are listed.
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Safety Assesment of the Rouchovany Dam during Floods
Menšík, Kryštof ; Jobánek, Stanislav (referee) ; Jandora, Jan (advisor)
The main goal of the bachelor’s thesis is the safety assessment of the Rouchovany Dam during floods in accordance with ČSN 75 2935. The thesis contains information about hydraulic structure itself and of its segments, hydraulic calculations, set up permissible water level and control maximal water level. The result of the thesis is the evaluation of current condition of body of hydraulic structure and proposing corrective measures.
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Safety Assesment of the Těšetice Dam during Floods
Vaněk, Petr ; Holomek, Petr (referee) ; Jandora, Jan (advisor)
The Diploma Thesis focuses on the assessment of the current state of VD Tesetice to convert KPV parameters Q1000. Based on this evaluation, the thesis proposes corrective actions on waterwork constructions for the purpose of protection of their functioning during floods. Proposed corrective actions consist of designing new or additional safety features, mainly security spillway in abutment terrain.
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Safety Assesment of the Ostrov nad Oslavou Dam during Floods
Holinka, Matouš ; Holomek, Petr (referee) ; Jandora, Jan (advisor)
This Bachelor's thesis deals with the small water reservoir Ostrov nad Oslavou and its assessment with regard to the passage of the flood wave. Drawing takes place according to the requirements TNV 75 2935 (technical standard). In the first chapters we gradually describe the purpose of the water structure. In the following chapters we summarize the basic data, documents and values, including description of hydraulic calculations. Followed by analyzing of the maximum permissible safe water level and then setting of the maximum check flood water level in the reservoir as a result of transformation of the flood wave. In the final chapter there is a comparison of those two levels, their evaluation and recommendations. These measures are designed to ensure the safety and reliability of the water structure.
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Modelling of Flow over Spillway of the Slušovice Dam
Menšík, Kryštof ; Holomek, Petr (referee) ; Jandora, Jan (advisor)
The master thesis is focused on the mathematical modelling of water flow through a safety object. It explains the principle of mathematical modelling and its laws. It presents the mathematical models used in numerical modelling. The process of mathematical modelling of the Slušovice side channel spillway is then described. The results of the modelling are then presented and evaluated.
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