IntelliK water treatment plant, for surface water
The surface water treatment plant are made of simple physico-chemical treatment systems which are designed to provide drinking water. Their design is compact, and they are built in order to ensure minimal space to be containerized.
- Pumping water system from the entry into the tubular reactor (rough materials retention prefilter included)
- Dosing reagent system
- Additive dosing for PH adjustment
- Oxidants dosing (sodium hypochlorite, potassium permanganate, etc.)
- Additive dosing for flocculation-coagulation
- Lamella settler
- Treated water tank
- Pumping the treated water into the filters
- Automatic filters for turbidity retention
Drinking water storage and pumping
The supply water, free of solids such as gravel, leaves, etc., is sucked by a centrifugal pump equipped with a protective prefilter to retain solids.
Next, the water enters a tubular reactor with forced circulation, where are injected the appropriate chemicals in order to obtain the pH values prescribed for drinking water. In this phase there are also dosed coagulation / flocculation agents for a more advanced solids settling of and oxidants for pre-oxidation of certain substances that give color or contaminate water (iron, manganese, ammonia, nitrates, organic substances, microorganisms such as bacteria, algae, plankton, etc.). Dosage is performed using electromagnetic diaphragm metering pumps, resistant to all used substances and mounted on their tanks.
Next the water is send to a special designed lamella settler in order to obtain an advanced solids deposition, in the smallest space available and according to a specific retention time for the precipitatation of certain materials from raw water.
Lamellar settling tank contains various components, each with its particular function. The first is water inlet chamber, which already contains the appropriate chemicals. In the second chamber there are sets of blades that allow water to flow up through the channels, leaving the solids behind the walls, thereby purifyng the water. Solids fall to the bottom where the mud is colected.
|Intelli K type||Flow||Dimensions (L x w x h)||Number of containers|
|K10||10 m3/h||5 x 2,2 x 2,2 m||1|
|K15||15 m3/h||5,3 x 2,2 x 2,2 m||1|
|K20||20 m3/h||6,9 x 2,2 x 2,2 m||1|
|K30||30 m3/h||9,2 x 2,2 x 2,2 m||1|
|K40||40 m3/h||10,7 x 2,2 x 2,2 m||1|
|K50||50 m3/h||12,5 x 2,2 x 2,2 m||2|
|K80||80 m3/h||13,6 x 2,2 x 2,2 m||2|
|K100||100 m3/h||9 x 4 x 2,2 m||2|
|K120||120 m3/h||11,6 x 5,2 x 3,5 m||3|
|K160||160 m3/h||9,5 x 7,3 x 3,5 m||3|
|K200||200 m3/h||9,7 x 7,5 x 3,5 m||3|
|K250||250 m3/h||10,5 x 10 x 3,5 m||4|
IntelliK Underground Water Treatment Plant
Underground water treatment plant are planned and designed based on physico-chemical parameters of that water that will be treated, in order to make it drinkable.
The installations are constructed in order to ensure the container space optimization.
The water treatment process plan for underground water
1. Dosing pumps
2. Reaction and storage tank
3. Pressure tank water pump
4. Sediment retention filter
6. Isolation valve
7. Multimedia automatic filter
8. Birm automatic filter
9. Activated carbon automatic filter
10. Automatic softening plant
11. Automatic denitrification station
12. UV final sterilization
Drinking water treatment plant – 80 m3/h, designed for MAREX S.A. – a company from the meat and derived industry
- The raw water: underground water (mixture of water from several drilling wells)
- Required flow rate: 80 m3/h
- The water analysis report which revealed the following severe exceeding physicochemical parameters: color, ammonium, iron, sodium, and the presence of humic acids
- Pumping the water into the storage tank
- Dosing the oxidant (sodium hypochlorite) in the supply pipeline tank reaction in order to eliminate ammonia, iron and humic acids
- Pumping the pretreated water in sand automatic filter in order to retain tthe precipitates formed by oxidation
- Filtration through activated charcoal filters to fade, retain residual chlorine and organic compounds product from ammonium decomposition
- Partial desalination by reverse osmosis system used to reduce sodium content in the final treated water
- Antiscalant dosage before the reverse osmosis system, to protect semipermeable membranes
- Final water desinfection, before the delivery to the final consumer, using UV sterilization and chlorination
- Dozare de antiscalant in amonte de instalatia de osmoza inversa, pentru protejarea membranelor semipermeabile
- Dezinfectie finala apa livrata la consumator prin sterilizare cu ultraviolete si clorinare proportinala cu debitul livrat
The supply water, free of solids such as gravel, leaves, etc., is sucked through a pumping station which includes 2 pumps: an active one and the reserve, and delivered to a concrete tank, with a storage capacity: 400 m3.