National Repository of Grey Literature 10 records found  Search took 0.01 seconds. 
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.
Safety Assesment of the Těšany Dam during Floods
Desatová, Martina ; Holomek, Petr (referee) ; Jandora, Jan (advisor)
The aim of this bachelor thesis is safety assessment of the Těšany dam in the conversion of control floods. The content of the work is a description and summary of basic data on the water structure the documents and the resulting values, including descriptions of hydraulic calculations. The requirements ČSN 75 2935 were a basis for this thesis. The result of thesis is evaluation of current condition of dam and associated facility.
Safety Assesment of the Horní Dunajovice Dam during Floods
Křivohlávek, Roman ; Jareš, Zbyněk (referee) ; Jandora, Jan (advisor)
The aim of this bachelor thesis is safety assesment of the Horní Dunajovice dam during control floods. The requirements ČSN 75 2935 were a basis for this thesis. The result of thesis is evaluation of current condition of body of dam and associated facility. Proposal of requested measures is attached.
Safety Assesment of the Vacenovice Dam during Floods
Svoboda, Jiří ; Jobánek, Stanislav (referee) ; Jandora, Jan (advisor)
The main goal of the bachelor’s thesis is the safety assessment of the Vacenovice Dam during floods in accordance with standard ČSN 75 2935. The assessment is accomplished for the control flood wave KPV100, PV200 a PV200 [13]. In the introduction of the bachelor’s thesis are described particular parts of the Vacenovice Dam and the subsumption of the Vacenovice Dam to relevant categories. The next part includes basic data of the Vacenovice Dam, used hydrologic data, description of hydrological calculations, setting of maximum permissible water level and control maximal water level. Then the thesis introduces a comparison of these water levels. In the end of the bachelor’s thesis are mentioned possible measures leading to increasing of the safety of the Vacenovice Dam.
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.
Safety Assesment of the Vacenovice Dam during Floods
Svoboda, Jiří ; Jobánek, Stanislav (referee) ; Jandora, Jan (advisor)
The main goal of the bachelor’s thesis is the safety assessment of the Vacenovice Dam during floods in accordance with standard ČSN 75 2935. The assessment is accomplished for the control flood wave KPV100, PV200 a PV200 [13]. In the introduction of the bachelor’s thesis are described particular parts of the Vacenovice Dam and the subsumption of the Vacenovice Dam to relevant categories. The next part includes basic data of the Vacenovice Dam, used hydrologic data, description of hydrological calculations, setting of maximum permissible water level and control maximal water level. Then the thesis introduces a comparison of these water levels. In the end of the bachelor’s thesis are mentioned possible measures leading to increasing of the safety of the Vacenovice Dam.
Safety Assesment of the Těšany Dam during Floods
Desatová, Martina ; Holomek, Petr (referee) ; Jandora, Jan (advisor)
The aim of this bachelor thesis is safety assessment of the Těšany dam in the conversion of control floods. The content of the work is a description and summary of basic data on the water structure the documents and the resulting values, including descriptions of hydraulic calculations. The requirements ČSN 75 2935 were a basis for this thesis. The result of thesis is evaluation of current condition of dam and associated facility.
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.
Safety Assesment of the Horní Dunajovice Dam during Floods
Křivohlávek, Roman ; Jareš, Zbyněk (referee) ; Jandora, Jan (advisor)
The aim of this bachelor thesis is safety assesment of the Horní Dunajovice dam during control floods. The requirements ČSN 75 2935 were a basis for this thesis. The result of thesis is evaluation of current condition of body of dam and associated facility. Proposal of requested measures is attached.
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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