|
|
Variants of the first separation stage with two-stage water treatment
Urban, Jaromír ; Látal,, Milan (referee) ; Biela, Renata (advisor)
The subject of this bachelor thesis is to introduce the possibilities of the first separation stage with the two-stage treatment of raw water for drinking water. The thesis is divided into the theoretical and practical part. At the beginning of the theoretical part, I make research of raw water sources, requirements for their quality, the possibilities of water treatment for raw drinking water and the distribution of water treatment plants according to the number of separation stages. In addition, the first separation stage for two-stage water treatment is described in more detail, equipment and technology used for a given level of treatment and detail information of the individual types of the first separation stage. In the practical part of the thesis, two selected types of the first separation stage - settling tank and clarifier for specified design flow Q = 80 l/s are calculated. The following drawings are based on previous calculations. For the proposed rectangular settling tank with a horizontal flow and a clarifier with a mechanical float cloud, the ground plan, longitudinal and cross section are processed.
|
|
|
Design of water treatment plant from surface source
Inwald, Petr ; Kučera, Tomáš (referee) ; Biela, Renata (advisor)
In the beginning, the thesis deals with water sources and water treatment in general. The following describes in more detail the possibilities of two-stage treatment of water from a surface source, including individual devices that are currently used in water treatment industry. Next part of the thesis is a practical part where the main technological elements of the treatment plant are designed, namely two rectangular settling tanks with horizontal flow and three open european rapid filters for the specified design flow Q = 40 l/s. The work also includes the drawing documentation of both calculated devices and a drawing of the technological scheme of the water treatment plant, which describes the overall arrangement of the individual facilities at the water treatment plant.
|
|
|
Design of water treatment plant from surface source
Inwald, Petr ; Kučera, Tomáš (referee) ; Biela, Renata (advisor)
In the beginning, the thesis deals with water sources and water treatment in general. The following describes in more detail the possibilities of two-stage treatment of water from a surface source, including individual devices that are currently used in water treatment industry. Next part of the thesis is a practical part where the main technological elements of the treatment plant are designed, namely two rectangular settling tanks with horizontal flow and three open european rapid filters for the specified design flow Q = 40 l/s. The work also includes the drawing documentation of both calculated devices and a drawing of the technological scheme of the water treatment plant, which describes the overall arrangement of the individual facilities at the water treatment plant.
|
|
|
Variants of the first separation stage with two-stage water treatment
Urban, Jaromír ; Látal,, Milan (referee) ; Biela, Renata (advisor)
The subject of this bachelor thesis is to introduce the possibilities of the first separation stage with the two-stage treatment of raw water for drinking water. The thesis is divided into the theoretical and practical part. At the beginning of the theoretical part, I make research of raw water sources, requirements for their quality, the possibilities of water treatment for raw drinking water and the distribution of water treatment plants according to the number of separation stages. In addition, the first separation stage for two-stage water treatment is described in more detail, equipment and technology used for a given level of treatment and detail information of the individual types of the first separation stage. In the practical part of the thesis, two selected types of the first separation stage - settling tank and clarifier for specified design flow Q = 80 l/s are calculated. The following drawings are based on previous calculations. For the proposed rectangular settling tank with a horizontal flow and a clarifier with a mechanical float cloud, the ground plan, longitudinal and cross section are processed.
|
guest ::
