National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Assessment of the Options of Increased the Flood Protection
Adam, Karel ; Golík,, Pavel (referee) ; Uhmannová, Hana (advisor)
The work deals with the assessment of the stream Chribska Kamenice current state in the village Vsemily urban area. The aim of the project is the assessment of capacity and the current state of the stream-bed. Based on an assessment measure there has been designed the improvement suggestion of the current state and flood protection increasing in close neighbourhood.
The use of HEC-RAS software for determination of channel capacity downstream of the dam
Pavlíček, Michal ; Duchan, David (referee) ; Špano, Miroslav (advisor)
The Bachelor’s Thesis is focused on a computation of water levels in the open channel reach which is situated beneath the Bawanur Dam. The thesis also includes computation of rating curves of bottom outlet, spillway with tainter gates and hydro-power plant of the dam. Solution was pursued by using one – dimensional model of nonuniform steady flow created in HEC – RAS software. The capacity of the channel reach and the capacity of the dam is a result of computation.
Assessment of the Options of Increased the Flood Protection
Adam, Karel ; Golík,, Pavel (referee) ; Uhmannová, Hana (advisor)
The work deals with the assessment of the stream Chribska Kamenice current state in the village Vsemily urban area. The aim of the project is the assessment of capacity and the current state of the stream-bed. Based on an assessment measure there has been designed the improvement suggestion of the current state and flood protection increasing in close neighbourhood.
The use of HEC-RAS software for determination of channel capacity downstream of the dam
Pavlíček, Michal ; Duchan, David (referee) ; Špano, Miroslav (advisor)
The Bachelor’s Thesis is focused on a computation of water levels in the open channel reach which is situated beneath the Bawanur Dam. The thesis also includes computation of rating curves of bottom outlet, spillway with tainter gates and hydro-power plant of the dam. Solution was pursued by using one – dimensional model of nonuniform steady flow created in HEC – RAS software. The capacity of the channel reach and the capacity of the dam is a result of computation.

Interested in being notified about new results for this query?
Subscribe to the RSS feed.