硫自養(yǎng)并聯(lián)異氧深床反硝化濾池+臭氧氧化+高效沉淀池工藝在某工業(yè)園污水處理廠提標(biāo)改造中的應(yīng)用
張開海1 高宗仁1 孫召強(qiáng)2 劉增軍1 趙銀河3
（1. 山東省城建設(shè)計(jì)院，山東濟(jì)南 250021，2.北京泰科智康環(huán)�？萍加邢薰荆本�，102200，3.山東省建筑大學(xué)，山東濟(jì)南 250101）
摘 要：將硫自養(yǎng)并聯(lián)異氧深床反硝化濾池+臭氧氧化應(yīng)用于某工業(yè)園污水處理廠提標(biāo)改造工程中，工程建成運(yùn)行一段時(shí)間，運(yùn)行效果良好，對(duì)COD、TN具有良好的去除效果。改造后出水COD平均下降13.2mg/L，平均TN下降6.65mg/L，硫自養(yǎng)反硝化濾池比改造前下降9.42 mg/L。
關(guān)鍵詞：硫自養(yǎng)反硝化；深床反硝化；臭氧氧化；脫氮除磷；
中圖分類號(hào)：
Application of Sulfur Autotrophic Parallel Heterooxygen Deep Bed Denitrification Filtration Tank + Ozonidation + High Efficiency Sedimentation Tank in the Upgrading of Sewage Treatment Plant in an Industrial Park
ZHANG kai-hai1 Gao zong-ren1 Sun Zhao-qiang2 Liu Zeng-jun1 Zhao Yin-he3
（1.Shandong urban construction design institute，Shandong Jinan 250021 ）
Abstract：The sulfur-based autotrophic denitrification parallel connect the deep bed isooxide denitrification filter + ozone oxidation were applied to the standard transformation project of a sewage treatment plant in an industrial park, and the project is completed and operated for a period of time, the operation effect is good, and it has a good removal effect on COD, TN and SS.After the transformation, the average COD of the effluent decreased by 13.2 mg/L, the average TN decreased by 6.65 mg/L, and the sulfur self-contained denitrification filter decreased by 9.42 mg/L compared with before the transformation.
Keywords：sulfur-based autotrophic denitrification；deep bed denitrifying filter；ozonation；nitrogen and phosphorus removal；
1、工程概況
山東某工業(yè)園污水處理廠，工程設(shè)計(jì)規(guī)模為6萬m3/d，主要處理石油化工、印染、紡織等工業(yè)廢水，原出水設(shè)計(jì)標(biāo)準(zhǔn)為《城鎮(zhèn)污水處理廠污染物排放標(biāo)準(zhǔn)》（GB 18918－2002），采用粗格柵提升泵站+細(xì)格柵曝氣沉砂池+水解酸化+氧化溝（多級(jí)A/O）+二沉池+二次提升泵站+高效沉淀池+濾布濾池+次氯酸鈉消毒池工藝，提標(biāo)改造工程二次提升后采用硫自養(yǎng)并聯(lián)異氧深床反硝化濾池+臭氧氧化工藝，提標(biāo)改造后出水水質(zhì)COD、NH3-N、TP達(dá)到《地表水環(huán)境質(zhì)量標(biāo)準(zhǔn)》（GB 3838-2002）Ⅳ類標(biāo)準(zhǔn)，TN達(dá)到12mg/L。設(shè)計(jì)進(jìn)水水質(zhì)和出水水質(zhì)見表1：
表1 進(jìn)、出水水質(zhì)
Tab.1 Influent and effluent water quality
|
項(xiàng)目 |
CODcr (mg/l) |
BOD5 (mg/l) |
NH3-N (mg/l) |
TN (mg/l) |
TP (mg/l) |
|
進(jìn)水 |
500 |
150 |
50 |
80 |
8 |
|
出水 |
≤ 30 |
≤ 6 |
≤ 1.5 |
≤ 12 |
≤ 0.3 |
