| Place of Origin: | Wuxi China |
|---|---|
| Brand Name: | Biocell |
| Certification: | ISO9001 |
| Model Number: | MDS351 |
| Minimum Order Quantity: | 1 unit |
| Price: | To Be Negotiated |
| Packaging Details: | Wooden Box |
| Delivery Time: | 30-45 days |
| Payment Terms: | T/T, L/C |
| Supply Ability: | 100 units per month |
| Item Name: | Screw Press Dewatering Machine | Material: | SS314/304 |
|---|---|---|---|
| Surface Treatment: | Nickle Plated | Head Type: | Socket Pan Head |
| Motor Power: | 1.9 KW | DS Standard Capacity: | 120 Kg/h (High Concentration) |
| Sludge Treatment Capacity: | 6 M3/h (20000 Mg/L) | Motor Brand: | SEW Or Tsubaki Or NORD |
| Usage: | Wastewater Treatment, Pure Water Process | Affect: | Filtering Suspended Matter |
| High Light: | 50mg/L volute sludge dewatering machine,SS314 volute sludge dewatering machine,120kg/h Magnetic Flocculation |
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Magnetic Flocculation & Sedimentation Integrated Equipment Volute Sludge Dewatering Machine
Solutions We Provide
1) For the removal of TP and SS
Coagulation and sedimentation is a process that can reduce TP and SS indicators at the same time. Traditional coagulation sedimentation requires a large amount of coagulants and flocculants, and the sedimentation speed is slow and the area is large, so the application is less and less.
Magnetic flocculation precipitation is a revolutionary improvement to the traditional coagulation clarification and high-density precipitation (high-efficiency precipitation) process. It realizes rapid coagulation and precipitation by adding magnetic powder media, and has the advantages of good water effluent effect and low operating cost. According to the operating experience of several municipal sewage plants, this process can greatly reduce the dosage of chemicals and electricity consumption, and the effluent can directly reach SS≤5mg/L, TP≤0.3mg/L, and meet the Class A emission standard.
Common Discharge Indicators Of Municipal Sewage Treatment Plants
| Project | CODCr | BOD5 | SS | TP | TN | NH3-N |
| A | 50mg/L | 10mg/L | 10mg/L | 0.5mg/L | 15mg/L | 5(8)mg/L |
| B | 60mg/L | 20mg/L | 20mg/L | 1.0mg/L | 20mg/L | 8m(15)mg/L |
Parameters
| Model | DS Standard Capacity(kg/h) | Sludge Treatment Capacity(m³/h) | ||||||
| Low Concentration | High Concentration | 2000mg/L | 4000mg/L | 10000mg/L | 20000mg/L | 25000mg/L | 50000mg/L | |
| MDS101 | 3 | 6 | 1.5 | 0.75 | 0.6 | 0.3 | 0.24 | 0.12 |
| MDS131 | 6 | 12 | 3 | 1.5 | 1.2 | 0.6 | 0.48 | 0.24 |
| MDS132 | 12 | 24 | 6 | 3 | 2.4 | 1.2 | 0.96 | 0.48 |
| MDS201 | 12 | 20 | 6 | 3 | 2 | 1 | 0.8 | 0.4 |
| MDS202 | 24 | 40 | 12 | 6 | 4 | 2 | 1.6 | 0.8 |
| MDS301 | 30 | 60 | 15 | 7.5 | 6 | 3 | 2.4 | 1.2 |
| MDS302 | 60 | 120 | 30 | 15 | 12 | 6 | 4.8 | 2.4 |
| MDS303 | 90 | 180 | 45 | 22.5 | 18 | 9 | 7.2 | 3.6 |
| MDS351 | 60 | 120 | 30 | 15 | 12 | 6 | 4.8 | 2.4 |
| MDS352 | 120 | 240 | 60 | 30 | 24 | 12 | 9.6 | 4.8 |
| MDS353 | 180 | 360 | 90 | 45 | 36 | 18 | 14.4 | 7.2 |
| MDS354 | 240 | 480 | 120 | 60 | 48 | 24 | 19.2 | 9.6 |
| MDS401 | 100 | 170 | 50 | 25 | 17 | 8.5 | 6.8 | 3.4 |
| MDS402 | 200 | 340 | 100 | 50 | 34 | 17 | 13.6 | 6.8 |
| MDS403 | 300 | 510 | 150 | 75 | 51 | 25.5 | 20.4 | 10.2 |
| MDS404 | 400 | 680 | 200 | 100 | 68 | 34 | 27.2 | 13.6 |
2) Removal of CODCr, BOD5, TN, NH3-N
According to the different current effluent quality, it may be necessary to increase carbon oxidation measures to reduce the organic matter index, and it may be necessary to increase the nitrification/denitrification measures to reduce the total nitrogen and ammonia nitrogen index. Biofilter reactors can be used for carbon oxidation (BOD removal), carbon oxidation and nitrification, nitrification and denitrification. The CODCR, NH3-N and TN of the effluent treated by the original sewage treatment plant did not meet the standard, and the CODCR value was high, and part of the carbon source could be used—the pre-denitrification biological filter process. CODCRI up to standard water quality - post-denitrification biological filter process. The effluent treated by the original sewage treatment plant is only TN that does not meet the standard, and the water quality of CODCR and NH3-N is up to the standard. A single-stage denitrification biological filter process.
Magnetic Flocculation Sedimentation Technology
The magnetic flocculation sedimentation technology is to add magnetic powder synchronously in the coagulation sedimentation process to make it and the pollutants flocculated into one body to strengthen the effect of coagulation and flocculation, so that the density of the generated flocs is higher and stronger, so as to achieve high-speed sedimentation purpose. Magnetic powder can be recycled through magnetic drum recycling. Magnetic flocculation sedimentation technology consists of reaction system, clarification system, sludge discharge system, dosing system, magnetic seed recovery system and sludge dewatering system.
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