Preparation method and use of Fe-Al compound dephosphorizing absorbent and application thereof
A phosphorus adsorbent and adsorbent technology, applied in chemical instruments and methods, adsorption water/sewage treatment, other chemical processes, etc., can solve problems such as difficult to carry out, short operation period, and large difference in limit content, and achieve decontamination Excellent performance, simple regeneration method, and wide application range
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Embodiment 1
[0020] Example 1: A water supply plant uses polluted river water as the water source, the total phosphorus in the raw water is 125ug / L, the dissolved phosphorus is 86ug / L, the turbidity is 10.5NTU, and the COD Mn 5.6mg / L. In the experiment, 13 mg / L of conventional coagulant aluminum sulfate was added under rapid stirring. After mixing, reaction, precipitation and filtration, the turbidity of the effluent was 1.0 NTU, COD Mn 2.4mg / L, and other indicators have reached the standards of GB5749-1985, but the total phosphorus is 7.5ug / L, and the dissolved phosphorus is 5.2ug / L, which cannot meet the biological stability requirements of effluent water quality. The filtered effluent is subjected to adsorption and phosphorus removal treatment. The adsorption and phosphorus removal process consists of three phosphorus removal adsorption ponds operated in series. The thickness of the adsorption layer is 1.0m, the hydraulic load of the adsorption pond is 6m / h, and the empty bed contact ...
Embodiment 2
[0021] Example 2: A water supply plant uses polluted reservoir water as the water source, the total phosphorus in the raw water is 87ug / L, the dissolved phosphorus is 54ug / L, the turbidity is 8.5NTU, and the COD Mn 3.4mg / L. In the experiment, 10mg / L coagulant polyaluminum was added under rapid stirring, and after mixing, reaction, precipitation and filtration, the turbidity of the effluent was 0.2NTU, COD Mn 0.8mg / L, and other indicators have reached the standard of GB5749-1985, but the total phosphorus is 4.5ug / L, and the dissolved phosphorus is 4.2ug / L, which cannot meet the biological stability requirements of effluent water quality. The filtered effluent is subjected to adsorption and phosphorus removal treatment. The adsorption and phosphorus removal process consists of two phosphorus removal adsorption ponds operated in series. The thickness of the adsorption layer is 1.5m, the hydraulic load of the adsorption pond is 6m / h, and the empty bed contact time is 35min. Aft...
Embodiment 3
[0022] Example 3: A water supply plant uses surface river water polluted by domestic sewage and industrial wastewater as its water source. The total phosphorus in the raw water is 186ug / L, the soluble phosphorus is 150ug / L, the turbidity is 8.5NTU, and the COD Mn 6.4mg / L. In the experiment, 14mg / L coagulant polyaluminum was added under rapid stirring, and after mixing, reaction, precipitation and filtration, the turbidity of the effluent was 1.0NTU, COD Mn 2.8mg / L, and other indicators have reached the standard of GB5749-1985, but the total phosphorus is 22.5ug / L, and the dissolved phosphorus is 14.2ug / L, which cannot meet the biological stability requirements of effluent water quality. The filtered effluent is passed into the adsorption dephosphorization process. The adsorption dephosphorization process consists of 4 dephosphorization adsorption ponds operated in series. The thickness of the adsorption layer is 1.3m, the hydraulic load of the adsorption pond is 8m / h, and th...
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