|
|
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.
|
|
|
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 ::
