不同磁黄铁矿自养反硝化脱氮除磷作用

氮磷排放标准日趋严格,开发高效廉价脱氮除磷材料已成为研究热点.采用黄铁矿与赤铁矿在管式炉中氮气气氛下600 ℃煅烧,得到硫化赤铁矿形成的磁黄铁矿、黄铁矿热分解形成的磁黄铁矿,构建磁黄铁矿-方解石体系处理含氮磷模拟废水,对比不同方式制备的磁黄铁矿、天然磁黄铁矿、黄铁矿、硫磺脱氮除磷性能,考察不同磁黄铁矿晶体结构和结晶度差异及其对脱氮除磷影响,探究不同体系中矿物结构和微生物群落变化.结果表明：黄铁矿热分解产物以六方磁黄铁矿为主;硫化赤铁矿产物以低结晶度的单斜磁黄铁矿为主,因而表现出优异的脱氮除磷活性,氮磷去除率分别为99.8%和96.8%.铁硫化物与微生物反应产物的XRD、SEM和FE-TEM分析结果表明,微生物能有效利用磁黄铁矿进行脱氮,磷酸盐主要以FePO₄形式被去除.群落分析结果表明铁硫化物脱氮除磷体系中的主要功能菌属为Thiobacillus和 Sulfurimonas,结晶度低的单斜磁黄铁矿更有利于Thiobacillus定向富集.     

The role of doped-Mn on enhancing arsenic removal by MgAl-LDHs

To meet the challenges posed by global arsenic water contamination, the MgAlMn-LDHs with extraordinary efficiency of arsenate removal was developed. In order to clarify the enhancement effect of the doped-Mn on the arsenate removal performance of the LDHs, the cluster models of the MgAlMn-LDHs and MgAl-LDHs were established and calculated by using density functional theory (DFT). The results shown that the doped-Mn can significantly change the electronic structure of the LDHs and improve its chemical activity. Compared with the MgAl-LDHs that without the doped-Mn, the HOMO-LUMO gap was smaller after doping. In addition, the -OH and Al on the laminates were also activated to improve the adsorption property of the LDHs. Besides, the doped-Mn existed as a novel active site. On the other hand, the MgAlMn-LDHs with the doped-Mn, the increased of the binding energy, as well as the decreased of the ion exchange energy of interlayer Cl⁻, making the ability to arsenate removal had been considerably elevated than the MgAl-LDHs. Furthermore, there is an obvious coordination covalent bond between arsenate and the laminates of the MgAlMn-LDHs that with the doped-Mn.     

锰氧化物改性生物炭基质材料对典型喹诺酮类抗生素的吸附及其在人工湿地的应用

以废弃花生壳为原料,制备锰氧化物改性生物炭球（MBCB）用于去除水中的环丙沙星（CIP）和恩诺沙星（ENR）,探究MBCB对CIP和ENR的吸附特性及在人工湿地中的应用效果.结果表明,负载锰氧化物的MBCB对CIP和ENR的吸附过程分别符合准一级和准二级动力学模型,混合吸附过程符合准二级动力学模型,Langmuir和Freundlich等温模型都可以较好地拟合MBCB对CIP和ENR的吸附过程,在25℃条件下,通过Langmuir模型拟合出的对CIP和ENR的最大吸附量分别为3.84 mg·g^-1和2.01 mg·g^-1.MBCB对CIP和ENR的吸附过程主要受到内扩散和边界层扩散的控制,是自发的吸热过程,氢键和静电相互作用参与到吸附过程当中.添加MBCB作为基质的人工湿地对CIP和ENR的平均去除率达70.7%和62.9%,分别为对照组的1.625倍和1.719倍.同时,添加MBCB的湿地微生物丰度和多样性所受影响相对较小,这说明MBCB能缓解人工湿地中CIP和ENR的毒性,保证人工湿地对抗生素的去除效果.     

固定化微生物对低温河水脱氮效果的中试研究

利用微生物净化受污染河水是目前常用的地表水体修复方法,但低温条件下微生物代谢缓慢,酶活性下降,在寒冷季节难以维持对河水的净化效果.本研究采用固定化的方法提高微生物的低温耐受性,通过中试试验考察自然挂膜的固定化微生物、经低温驯化的预挂膜固定化微生物及预挂膜固定化微生物耦合生物促生剂这3种方法对低温河水中COD及氮素类污染物的去除效果.结果表明,在低温条件下3种方法均能有效提升河水的净化效果,静止条件下,河水中COD、NH₄⁺-N、NO₃^--N和TN的去除率由分别由21.3%、37.2%、8.5%和6.9%提升至72.3%~77.9%、48.6%~62.7%、35.3%~42.3%和26.2%~31.9%.COD去除率在2~3 cm·s^-1流速下明显优于静止条件,总氮去除率在2 cm·s^-1流速下最高.自然挂膜和预挂膜微生物对河水中污染的去除无明显差别,添加促生剂对固定化微生物的净化作用没有进一步的提升,但功能菌群的微生物群落结构有所不同.促生剂的添加提高了河水中的微生物活性与群落多样性,但对固定化载体上的微生物无明显影响.固定化载体上的优势菌群均为低温下具有脱氮功能的Proteobacteria.此外,具有低温适应性的脱氮功能菌属Rhodoferax、Pedobacter及Pseudomonas在3组固定化载体上均有较高丰度,而自然挂膜的载体上及其河水中分别对Malikia属及hgcI_clade属具有显著特异性的富集（p<0.05）,这两种菌属均具有低温脱氮功能.     

Overestimate of remediation efficiency due to residual sodium persulfate in PAHs contaminated soil and a solution

Oxidation remediation is a commonly used technology for PAHs contaminated soil presently,but the overestimate of efficiency due to ongoing remediation by residual oxidants during extraction and testing has not been paid enough attention.In this study,persulfate was activated by Fe（Ⅱ） to inve stigate the effects of residual oxidants on PAHs removal during detection process and the elimination effects of adding Na₂ SO₃ and extending sampling time on residual oxidants.Results ...     

厌氧氨氧化微生物的吸附、包埋固定化效果初探

以活性炭、陶瓷生化环、陶瓷生化球、珊瑚砂、火山石和生化棉为吸附固定化载体,以海藻酸钠(SA)和聚乙烯醇(PVA)制成的SA、PVA、PVA-SA和PVA-SA-活性炭小球为包埋固定化载体,研究了厌氧氨氧化微生物固定化的脱氮效果.结果表明,吸附固定化的大部分处理和包埋固定化的部分处理均能维持较高的厌氧氨氧化活性.吸附固定化脱氮效率优于包埋固定化,其中,活性炭吸附固定化脱氮效果最好,初期可以提高活性达30%以上.通过对活性炭吸附固定化的中长期连续运行监测发现,活性炭固定化第6次反应过程的厌氧氨氧化活性是对照的3.5倍.因此,活性炭吸附固定化还具有稳定持续的中长期效应,不失为一条有效提高厌氧氨氧化活性的固定化途径.     

机械强化污泥回流式一体化活性污泥法的运行机理研究

活性污泥通过机械搅拌强化污泥内循环回流,提高了污泥的活性,并且使污泥浓度可达到4.5kg/m3,用该机械强化污泥回流式一体化活性污泥法处理小区生活污水,当水力停留时间为3h,溶解氧为2.2mg/L,机械搅拌速度为250r/min时,CODcr、氨氮去除率均可达到83% 以上,出水达到国家污水排放一级标准.该一体化活性污泥法简单易行,运行成本低,投资小,操作维护方便,是生活小区生活污水适宜的处理工艺技术.     

填充床快速启动厌氧氨氧化反应器及其脱氮性能研究

以城市污水厂二沉池污泥为种泥,以悬浮填料填充床生物膜反应器为厌氧氨氧化(ANAMMOX)反应器,采用高负荷培养法和好氧预挂膜低负荷培养法分别培养与富集厌氧氨氧化菌,并研究其脱氮性能.结果表明,好氧预挂膜低负荷培养法可以在较短时间内(90 d左右)快速启动厌氧氨氧化反应器,稳定期反应器出水氨氮和亚硝氮保持稳定,去除率均接近100%,总氮去除率在75%以上,高负荷培养法因高浓度氨氮和亚硝氮的抑制作用而启动失败(190d).启动过程中pH变化表明,厌氧氨氧化反应器出水pH略高于进水,pH值可用作厌氧氨氧化反应器启动进程的指示参数.上流式厌氧填充床ANAMMOX反应器具有高负荷和高效率的优点,当反应器进水氨氮和亚硝氮浓度低于800 mg/L时,其去除率几乎达100%,低于国家一级标准.     

螺旋型垂直筛板布气的喷射鼓泡脱硫除尘塔的研制和性能

研制了一种中试规模的螺旋型垂直筛板布气的喷射鼓泡脱硫除尘装置,具有螺旋型布气、环流布气、气动搅拌等特点.装置中特有的螺旋型气室是由两块按阿基米德螺线设计的垂直筛板围成,有结构简单紧凑、开孔面积大、不容易堵塞、气速稳定等优点.对中试规模装置进行了压降和湿法脱硫除尘实验.结果表明:空塔与喷射鼓泡运行时装置各部分压降随气量增加而增加,喷射鼓泡运行中控制"临界液位差"约170mm,当气量为1856m.3h-1时,塔总压降为3.37kPa;脱硫效率随鼓泡层高度和气动搅拌器旋转速度的增加而升高;当石灰石浆液浓度上升时,pH升高,有效脱硫时间延长;pH是控制装置脱硫效率的关键,pH=5.35时脱硫效率可达70%,pH为6～7时脱硫效率保持在80%以上;当烟气中含尘浓度大于304mg.m-3时(粉尘粒径小于50μm),除尘效率可达91%以上;该装置脱硫、除尘效率高,塔体高度较低,结构紧凑,具有很好的应用前景.     

Preparation of rare-earth metal complex oxide catalysts for catalytic wet air oxidation

Catalytic wet air oxidation (CWAO) is one of the most promising technologies for pollution abatement. Developing catalysts with high activity and stability is crucial for the application of the CWAO process. The Mn/Ce complex oxide catalysts for CWAO of high concentration phenol-containing wastewater were prepared by coprecipitation. The catalyst preparation conditions were optimized by using an orthogonal layout method and single-factor experimental analysis. The Mn/Ce serial catalysts were characterized by Brunauer-Emmett-Teller (BET) analysis and the metal cation leaching was measured by inductively coupled plasma torch-atomic emission spectrometry (ICP-AES). The results show that the catalysts have high catalytic activities even at a low temperature (80°C) and low oxygen partial pressure (0.5 MPa) in a batch reactor. The metallic ion leaching is comparatively low (Mn<6.577 mg/L and Ce<0.6910 mg/L, respectively) in the CWAO process. The phenol, COD_Cr, and TOC removal efficiencies in the solution exceed 98.5% using the optimal catalyst (named CSP). The new catalyst would have a promising application in CWAO treatment of high concentration organic wastewater. Translated from Techniques and Equipment for Environmental Pollution Control, 2005, 6(2): 40–44 [译自: 环境污染治理技术与设备]