氧化沟型A~2/O工艺设计改造

根据某化工工业园产生的高浓度工业废水特点,通过分析污水处理厂原传统型A2/O工艺存在的问题,对原有工艺进行改造。改造后运行结果表明:氧化沟型A2/O工艺对COD、NH3-N、TP的去除率分别达到57.26%、76.94%、98.36%,生化系统出水水质指标达GB 8978—1996《污水综合排放标准》一级标准。     

高山红景天愈伤组织的诱导及培养研究

分别以高山红景天根、茎、叶及种子萌发的子叶为外植体诱导出５种愈伤组织，并比较了这５种愈伤组织的生长速率及红景天甙的积累能力。通过对茎诱导愈伤组织的继代培养，初步选择了适宜的激素配比为３ｍｇ／Ｌ ＢＡＡ＋０．３ｍｇ／ＬＮＡＡ，最适温度范围为２１－２５℃，ｐＨ值为５．８。光照对愈伤组织生长影响不显著，但不利于红景天甙的合成。     

微生物絮凝剂产生菌的筛选及相关废水絮凝效果试验

用常规的细菌分高纯化方法从废水、土壤、活性污泥中分离出42株细菌，将单株菌培养于特殊的产絮凝剂液体培养基中，培养物离心后上液对高岭土县液絮凝效果作为指标衡量其絮凝活性及产絮凝剂能力，由此初步获得6株微生物絮凝剂产生菌：Ⅰ－23，Ⅰ－24，Ⅱ－4，Ⅲ－2，Ⅲ－8，Ⅲ-12．其发酵离心上液对造纸黑液、皮革废水、偶氮染料废水、硫化染料废水、电镀废水、彩印制板废水、石油化工废水、造币废水及蓝墨水、碳素墨水等进行的絮凝试验表明，废水固液分离效果良好，CODCr去除率55％～98％，悬浮物、色度、浊度去除率90％以上．     

化纤浆粕废水治理技术研究与工程应用

用试剂A、B和化纤酸性废水,采用中和酸析内电解絮凝沉淀生物氧化四步处理工艺,对某化纤厂pH为12左右,COD1.2×104mg/L,SS1.22×103mg/L,色度3000倍的棉浆粕废水进行综合处理,出水各项指标均能达到国家《污水综合排放标准》(GB89781996)中的二级标准,并大大降低了处理费。     

A2O2工艺处理小城镇生活污水研究

采用A2O2污水处理工艺处理小城镇生活污水,监测结果表明COD去除率达到86%,BOD5去除率达到88%,SS去除率达到93%,NH3-N去除率达到85%,TP去除率达到81%,所有指标均达到了国家规定的排放标准,且工程投资78万元,直接运行费0.21元/m3,占地面积600m2.     

某污水厂A~2O和倒置A~2O工艺脱氮除磷性能分析

针对昆明市某污水处理厂A2O和倒置A2O工艺二级出水NO3-N和TP较高的问题,利用沿程分析和批式实验相结合的方法,对2套工艺进出水水量水质和沿程污染物转化进行分析,探究2套系统出水NO3-N和TP较高的原因。结果表明,污水厂进水水量变化不大进水污染物波动较大;A2O和倒置A2O工艺对有机物和NH3-N的去除效果较好,对有机物去除率分别达到90%和89.4%,对NH3-N的去除率分别为99.3%和98.6%。A2O缺氧池内碳源不足导致反硝化反应受到限制,倒置A2O优先利用进水中的碳源反硝化效果高于A2O,但其受到回流溶解氧(DO)的影响较大。2套系统平均污泥龄(SRT)长达27.6 d,不利于驯化聚磷菌,因而在系统中几乎没有强化生物除磷。通过实际运行分析,SRT小于17 d时出水氮磷相对较好。     

石墨相氮化碳同质结光催化处理水中双酚A

通过甲醇辅助溶剂热预处理,设计和制备了石墨相氮化碳同质结光催化剂(x％MeCN-CN).利用TEM、XRD、FTIR、XPS、UV-Vis DRS、PL、EIS等手段对所制备催化剂进行表征分析.以水中双酚A(BPA)为目标污染物,考察了所得催化剂的光催化降解性能,通过活性物种捕获实验探究反应机制.结果表明,在模拟太阳光...     

Characteristics and mechanisms of 4A zeolite supported nanoparticulate zero-valent iron as Fenton-like catalyst to degrade methylene blue

4A zeolite supported nanoparticulate zero-valent iron (nZVI/4A zeolite), synthesized through borohydride reduction method, was used as a catalyst with H₂O₂ to build Fenton-like reaction system to degrade methylene blue (MB) in model wastewater. The characteristics and primary mechanisms of the catalyst were investigated. The results show that nZVI/4A zeolite has the potential as a Fenton-like catalyst, and (about 30 mg/L) MB was degraded completely in 3 h with 10 mM H₂O₂, 0.2 g/L catalyst, and initial pH of 3.0. The MB degradation rates were obtained at least 70% in the tests with initial pH ranged from 2.0 to 9.0 and the catalyst dose rose from 0.2 to 5.0 g/L. Importantly, the catalyst also has a distinctive ability to increase the solution pH value from its initial acidic pH and then maintain the value at close to neutrality. This ability was controlled by both the initial pH and the catalyst dose. MB degradation clarified that hydroxyl radical was the dominated active oxidative specie in the tests with initial acidic pH and low catalyst dose (less 2.5 g/L); otherwise, Fe(VI) oxidation was the main mechanism for MB degradation; and the two processes shared synergistic effect in MB degradation in the present test. The catalyst has high operational stability in both of the composites with low iron leaching (less 2%) and catalyzing ability. Therefore, nZVI/4A zeolite has great potential as a Fenton-like catalyst and is used with H₂O₂ to build Fenton-like system which could be used to degrade MB efficiently.     

一体化A/O工艺处理生活污水的研究

采用A/O生物接触氧化法处理生活污水,考查了系统的挂膜启动以及水力停留时间(HRT)、进水pH值和进水COD浓度对系统去除有机物及脱氮效果的影响。结果表明:15 d左右挂膜成功;HRT=13 h,COD去除率和氨氮去除率可分别达到96.72%、85.43%;系统具有较好的抗冲击负荷能力,COD去除率最低在70%左右,氨氮去除率均大于65%,最佳的进水COD质量浓度应控制在300~500mg/L;pH值变化对氨氮去除率的影响更加明显,pH值在7~8时,COD去除率大于90%,氨氮去除率达68%~80%。