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Inclined Tube Sedimentation Tank
Product Overview
The Inclined Tube Sedimentation Tank, often referred to as a shallow tank sedimentation unit, is engineered for superior efficiency. This innovative design merges the foundational principles of shallow tank sedimentation to deliver unparalleled performance.
Featuring a densely populated array of inclined tubes or plates, this tank is a marvel of modern design. As the water carries suspended impurities, these particles gravitate through the tubes or plates. Meanwhile, the water ascends gracefully, allowing the separated sludge to descend effortlessly to the tank's bottom, ready for collection and discharge.
This ingenious architectural setup boosts sedimentation efficiency by an impressive 50-60%, effectively doubling to quadrupling the treatment capacity in the same spatial footprint. Tailored solutions can be crafted by assessing the original wastewater's experimental results, typically with the aid of coagulants.
Within the inclined tube sedimentation process, tubes are strategically positioned at a precise 60-degree angle above the sludge suspension layer. This meticulous configuration facilitates the accumulation of suspended solids or flocs-products of coagulant interaction-into a delicate sludge layer beneath the tubes.
Under the gentle pull of gravity, the sludge gracefully returns to the sludge suspension layer, eventually settling into the collection hopper. From here, it is skillfully discharged through a sludge pipe for further processing or beneficial utilization. Meanwhile, the purified liquid ascends to the clear water zone, ready for discharge or repurposing.
Technical Parameters
| Dimensions (L x W x H) (mm) |
Treatment Capacity (m³/h) t/h |
Equipment Weight (t) |
Operating Weight (t) |
| 3500×1500×2700 | 5 | 2.80 | 8 |
| 4600×1700×2700 | 10 | 3.30 | 13 |
| 6000×1700×2700 | 15 | 3.80 | 18 |
| 6500×2000×2700 | 20 | 4.20 | 25 |
| 6700×2000×3000 | 25 | 5.00 | 31 |
| 6900×2000×3000 | 30 | 6.00 | 37 |
| 8200×2200×3000 | 40 | 6.80 | 48 |
| 9800×2200×3000 | 50 | 8.10 | 60 |
| Note: The above are common specifications. Design should be further optimized based on the specific characteristics of wastewater from different enterprises. | |||
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