Method for deeply purifying landfill leachate
A landfill leachate and deep purification technology, applied in chemical instruments and methods, sedimentation treatment, water/sewage treatment, etc., can solve the problems of difficult and efficient treatment of discharge standards, inability to completely remove total nitrogen, and harsh reaction conditions, etc., to achieve improved Economic benefits, high value for large-scale promotion and application, and mild treatment conditions
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Embodiment 1
[0027] This embodiment relates to a method for deep purification of landfill leachate, comprising the following steps:
[0028] Step 1. Transport 5L of landfill leachate wastewater to the coagulation sedimentation tank. The main parameters of the initial water quality range are as follows: COD Cr : 12785mg / L, total nitrogen: 898mg / L, chroma: 3800, suspended solids: 829mg / L. Add compound coagulation precipitant; compound coagulation precipitant is divided into A component and B component; Wherein A component is the mixed aqueous solution of basic ferric chloride and cement, the mass fraction of basic ferric chloride is 20 %, the mass fraction of cement is 2%; component B is a mixed aqueous solution of amphoteric polyacrylamide and sodium edetate, the mass fraction of amphoteric polyacrylamide is 0.2%, and the mass fraction of sodium edetate The fraction is 0.02%; add component A first, and its dosage is 1g / L; add B component after 20s, and its dosage is 1g / L. During the addit...
Embodiment 2
[0055] This embodiment relates to a method for deep purification of landfill leachate, comprising the following steps:
[0056] Step 1. Transport 5L of landfill leachate wastewater to the coagulation sedimentation tank. The main parameters of the initial water quality range are as follows: COD Cr : 19855mg / L, total nitrogen: 4654mg / L, chroma: 7800, suspended solids: 3697mg / L. Add compound coagulation precipitant; compound coagulation precipitant is divided into A component and B component; Wherein A component is the mixed aqueous solution of basic ferric chloride and cement, the mass fraction of basic ferric chloride is 35 %, the mass fraction of cement is 5%; component B is a mixed aqueous solution of amphoteric polyacrylamide and sodium edetate, the mass fraction of amphoteric polyacrylamide is 0.3%, and the mass fraction of sodium edetate The fraction is 0.05%; first add component A, the dosage is 2g / L, after 20s, add component B, the dosage is 1g / L. Mix and stir continuo...
Embodiment 3
[0065] This embodiment relates to a method for deep purification of landfill leachate, comprising the following steps:
[0066] Step 1. Transport 5L of landfill leachate wastewater to the coagulation sedimentation tank. The main parameters of the initial water quality range are as follows: COD Cr : 1058mg / L, total nitrogen: 114mg / L, color: 200, suspended solids: 121mg / L. Add compound coagulation precipitant; compound coagulation precipitant is divided into A component and B component; Wherein A component is the mixed aqueous solution of basic ferric chloride and cement, the mass fraction of basic ferric chloride is 10 %, the mass fraction of cement is 1%; component B is a mixed aqueous solution of non-ionic polyacrylamide and sodium edetate, the mass fraction of non-ionic polyacrylamide is 0.1%, and sodium edetate The mass fraction is 0.01%; first add component A, the dosage is 0.2g / L, after 10s, add component B, the dosage is 0.1g / L. During the addition process, keep mixing...
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