Product Features and Advantages:
Stable Performance: Capable of resuming operation after continuous, intermittent operation, and long-term shutdown. Must operate smoothly without vibration throughout the entire process, with at least 10,000 hours of trouble-free operation.
Magnetic Separation Parameters Table:
Specification Model Return Sludge Flow (m³/h) Treated Water Volume (10,000 t/d) Drive Power (kw) External Dimensions (mm)
JNH-3 3 0.25-0.3 0.75 1100x 1300x 1450
JNH-5 5-9 0.3-0.75 1.1 1100x 1300x 1450
JNH-10 10-14 0.75-1.5 1.5 1100x 1300x 1500
JNH-15 15-20 1.5-2.0 2.2 1400x 1400x 1600
JNH-20 21-25 2.0-3.0 2.2 1500x 1500x1800
JNH-25 26-30 3.0-4.5 2.2 1600x 1600x1850
JNH-30 31-35 4.5-6.0 3.0 1800x 1800x 2000
JNH-40 36-40 6.0-7.5 3.0 21 00x 1800x1850
JNH-50 41-45 7.5-8.5 3.0 2400x 2000x 2000
JNH-60 46-50 8.5-10.0 4.0 2400x 2000x 2200
Principle:
1. The magnetic separator separates sludge and medium through the separator, with the separated magnetic powder returned to the loading reaction pond for repeated use. 2. Main components: motor, reducer, drum, bracket, elastic scraper, upper and lower water trough structure, guide channel, flushing water connection, cleaning opening, overflow prevention overflow port, anti-rigid scraper contact drum device, observation light window, and small flip cover, etc.
3. Structure and Performance: The magnetic separator is drum-shaped, with a working area magnetic field strength of >3500 (5000) Gauss. It can extract and recover the vast majority of magnetic particles from sludge. The magnetic particles not extracted represent the loss, which is extremely minimal. The magnetic separator has a recovery rate of magnetic particles greater than 99.96%, and when calculated per treated wastewater volume, the loss is ≤4.0g per ton of water.
4. Core Component Material: High-performance rare earth neodymium iron boron magnets. Under conditions of -10℃ to 40℃ and without external severe impact or vibration damage, the magnetic field intensity can maintain less than a 5% decay over 10 years.
