Section diagram and water treatment station plan
- Added: 03.07.2014
- Size: 655 KB
- Downloads: 2
Description
Project's Content
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МОИ О.С. План, Разрез.cdw
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МОИ О.С.НОВЫЙ.docx
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Разрез 2-2.cdw
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схема.cdw
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Additional information
Contents
Introduction
1. Selection of water treatment scheme
1.1 Determination of design capacity
1.2 Calculation and selection of screen drum filters
2. Reagent Economy Calculation
2.1 Determination of coagulant dose
2.2 Determination of alkalinity
2.3 Wet Coagulant Storage Method
2.17 PAA Branch
3. Calculation of ozonator
3.1 Calculation and selection of composing units and ozonators
4. Calculation of the ozonation contact chamber
5. Calculation of clarifier with layer of suspended sediment
6. Vortex mixer calculation
7. Calculation of fast pressure-free filters
8. Calculation and selection of the laboratory
9. Calculation and selection of clean water tank
Literature
Introduction
In this work, two-stage water treatment facilities "clarifier with a layer of suspended sediment - fast filter" were designed. The village is located in the middle zone of Russia, the useful capacity of the station is 42,000 m3/day. Filters are washed with water. For primary treatment, we take ozonation. The flushing water is reused, for this we take a precipitator, from which the treated water goes for reuse, and the sediment to the sedimentation treatment facilities.
МОИ О.С. План, Разрез.cdw
Разрез 2-2.cdw
схема.cdw
