Landfill leachate treatment method and system
A technology of landfill leachate and treatment method, applied in the field of environmental protection, can solve the problems of secondary pollution, large fluctuation of treatment volume, frequent replacement, etc., to achieve the effect of reducing COD and ammonia nitrogen, and low investment and operation cost
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0052] Pilot test of landfill leachate in Pingxiang, Jiangxi, raw water COD cr It is about 4000mg / L, the flocculant PAC is 150mg / L, PAM is 2mg / L, and the surface load of the primary reaction sedimentation tank is 0.5m 3 / m 2 h, the hydraulic retention time is 4h, and then the pH is adjusted to 3.0 before entering the iron-carbon micro-electrolysis reaction tower, in which the iron-carbon filler volume is 0.8 to 1.5 times the unit influent volume, and the surface load is 0.35m 3 / m 2 h, the hydraulic retention time is 1.5h, adjust the pH of the micro-electrolysis reaction water to 6.0, enter the secondary reaction sedimentation tank, and the surface load of the secondary reaction sedimentation tank is 0.5m 3 / m 2 h, PAM is 2mg / L, hydraulic retention time 4h, imports pre-acidification tank afterwards, pre-acidification time 4h, adjusts waste water pH value to about 7 and pumps into anaerobic reactor, the anaerobic reactor that the present embodiment adopts is UASB (upflow mu...
Embodiment 2
[0054] A pilot test study was carried out on the landfill leachate in Pingxiang, Jiangxi. The raw water CODcr is about 7000mg / L, the flocculant PAC is 350mg / L, and the PAM is 5mg / L. The surface load of the primary reaction sedimentation tank is 1m 3 / m 2 h, after adjusting the pH to 3.0, enter the iron-carbon micro-electrolysis reaction tower, in which the iron-carbon filler volume is 0.8 to 1.5 times the unit influent volume, and the surface load is 0.35m 3 / m 2 h, the hydraulic retention time is 1.5h, adjust the pH of the micro-electrolysis reaction water to 6.0, enter the secondary reaction sedimentation tank, and the surface load of the secondary reaction sedimentation tank is 0.5m 3 / m 2 h, PAM is 2mg / L, hydraulic retention time 4h, imports pre-acidification tank afterwards, pre-acidification time 4h, adjusts waste water pH value to about 7 and pumps into anaerobic reactor, the anaerobic reactor that the present embodiment adopts is UASB (upflow multi-stage anaerobic r...
PUM
| Property | Measurement | Unit |
|---|---|---|
| surface load factor | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More - R&D
- Intellectual Property
- Life Sciences
- Materials
- Tech Scout
- Unparalleled Data Quality
- Higher Quality Content
- 60% Fewer Hallucinations
Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.
© 2025 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com

