Production

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Mixing: The dosing device automatically measures the dosing, the liquid-liquid pipeline mixer is mixed in multiple stages, and is strengthened by the water purifier.
Flocculation: The use of contact flocculation technology and related equipment can improve the flocculation gradient, form a dense floc, and lay a solid foundation for precipitation.
Sedimentation: Using the principle of shallow sedimentation, a high-efficiency inclined tube is set, and a contact flocculation section is set at the bottom.
Filtration: High-precision filter head filter plate, homogeneous filter material, strong dirt holding capacity and good effluent quality.
Backwashing: Using a small resistance water distribution system, optional gravity automatic backwashing and air-water combined backwashing, uniform water and air distribution, and low water consumption for backwashing.

Model	Water purification capacity (m3/h)	Influent turbidity (NTU)	Effluent turbidity (NTU)	Operating weight (T)
WLYT-10	10	≤1500	≤1	20
WLYT-20	20			37
WLYT-30	30			58
WLYT-40	40			78
WLYT-50	50			90
WLYT-60	60			105
WLYT-100	100			160
WLYT-125	125			200
WLYT-150	150			230
WLYT-200	200			340

Model	L×B×H (Length×Width×Height)	Inlet pipe	Clean water pipe	Sludge discharge pipe	Backflush pipe
WLYT-10	2500×1500×3700	65	65	100	150
WLYT-20	3300×2000×4000	80	80	150	2×100
WLYT-30	4000×2500×4300	100	100	150	2×150
WLYT-40	4550×2800×4200	150	150	200	2×150
WLYT-50	5900×2800×4500	150	150	200	2×200
WLYT-60	5550×3500×4500	150	150	2×150	2×200
WLYT-100	9850×3550×4500	200	2×200	2×150	2×200
WLYT-125	10500×4050×4500	200	2×200	2×200	2×250
WLYT-150	11100×4500×4500	250	2×250	2×200	2×300
WLYT-200	11700×6000×4500	300	2×300	2×200	2×300

Common faults	Causes	Troubleshooting	Notes
Small flocs	Insufficient coagulant dosage.	Increase dosage appropriately.
Loose, floating flocs	Excessive coagulant dosage.	Reduce dosage appropriately.
Rising flocs, high turbidity in clarified water	Too much sludge or excessive influent flow.	Remove sludge promptly or reduce flow rate.	If raw water turbidity exceeds 500 NTU, remove sludge frequently.
The influent and alum dosage are appropriate, but the effluent is still unclear.	Sludge buildup in the inclined tube or excessive influent flow.	Clean the inclined tube or add more filter media.
Clarification is normal, but the filtered water quality is poor.	Filter media saturated with contaminants.	Stop operation and backwash immediately.