酸化超滤法和螯合超滤法回收再利用SDS胶团

以含Cd²⁺的浓缩废液为对象,考察了不同的酸化剂、螯合剂、pH值、操作模式对Cd²⁺的分离、SDS胶团的回收和再利用效果的影响.结果表明,酸化超滤法最适宜的回收条件为:硫酸作为酸化剂,pH值为1.0,间歇式操作,此条件下,浓缩废液中Cd²⁺分离率和SDS胶团回收率分别为98.0%和58.1%,回收的SDS胶团再次应用到MEUF中处理含Cd²⁺废水,Cd²⁺去除率仍有80.2%;螯合超滤法最适宜的回收条件为:EDTA作为螯合剂,不控制pH值(pH=4.4),间歇式操作,此条件下,Cd²⁺分离率和SDS胶团回收率分别为90.1%和60.5%,再次应用到MEUF中处理含Cd²⁺废水,Cd²⁺去除率达到79.4%.     

硫酸盐在厌氧生物过程中的行为 Ⅱ.硫酸盐还原行为及对体系抑制作用机理

采用半连续实验方法，研究了中温厌氧条件了硫酸盐的还原行为及产生抑制作用的机理。实验结果表明，ＳＯ４＾２－在厌氧体系中被硫酸盐还原菌全部或部分还原为硫化物，其还原率与ＳＯ４＾２－累积加入浓度有关，还原产物的形态与体系中ｐＨ值有关，较高的ｐＨ值（７．６－８．４）使体系中Ｈ３Ｓ含量下降。ＳＯ４＾２－对厌氧体系的抑制与ＳＯ４＾２－还原过程中ＳＲＢ与产甲烷菌的底物竞争及还原产物的毒性相关。前者受ＣＯＤ／ＳＯ     

Polytitanium sulfate (PTS): Coagulation application and Ti species detection

Interest in the development of inorganic polymerized coagulants is growing; however, there are only limited studies on the synthesis of polytitanium coagulants, which are expected to exhibit improved coagulation efficiency with better floc properties. This study presents the synthesis of polytitanium sulfate (PTS) for potential application in water purification, followed by characterization of PTS flocs and titanium species detection. Stable PTS solutions were successfully synthesized and standard jar tests were conducted to evaluate their coagulation efficiency. Electrospray ionization time-of-flight mass spectrometry (ESI-TOF-MS) speciation analysis revealed that a variety of mononuclear and polynuclear complexes were formed in PTS solution, indicating the polymeric nature of the synthesized coagulant. Floc characteristics were studied through on-line monitoring of floc size using a laser diffraction particle size analyzer. Results showed that PTS had a comparable or in some cases even higher organic matter and particulate removal efficiency than Ti(SO₄)₂. The effluent pH after PTS coagulation significantly improved toward desirable values closer to neutral pH. Properties of flocs formed by PTS were significantly improved in terms of floc size, growth rate and structure. This study showed that PTS could be an efficient and promising coagulant for water purification, with the additional benefit that its coagulated sludge can be used to recover valuable TiO₂ nanoparticles for various commercial applications.     

硫自养反硝化耦合厌氧氨氧化脱氮条件控制研究

采用全混式厌氧搅拌罐,研究自养条件下,厌氧氨氧化与硫自养反硝化共同存在时,前者对系统中硫酸盐的产生和碱度消耗的影响.投加单质硫颗粒50 g·L~(-1),接种厌氧氨氧化颗粒污泥100 g·L~(-1)(湿重),控制温度35℃±0.5℃,搅拌强度120r·min-1,p H为8.0~8.4.启动硫自养反硝化阶段,进水硝酸盐浓度为200 mg·L~(-1),水力停留时间为5.3 h,反应器硝态氮负荷达0.56~0.71 kg·(m~3·d)~(-1).硫自养反硝化耦合厌氧氨氧化反应过程中,添加60 mg·L~(-1)氨氮后,硝态氮负荷仍维持在0.66~0.88kg·(m~3·d)~(-1),氨氮负荷为0.27 kg·(m~3·d)~(-1).反应体系内单位硝酸盐转化产生的硫酸盐Δn(SO~(2-)_4)∶Δn(NO~-_3)由1.21±0.06降低至1.01±0.10,Δ(IC)∶Δ(NO~-_3-N)由0.72±0.1降低至0.51±0.11,出水p H值由6.5上升至7.2.序批试实验优化反应条件:在搅拌强度G_T值为22~64 s~(-1),p H值为8.08时,耦合反应Δn(NH~+_4)∶Δn(NO~-_3)最高达到0.43,硝酸盐转化速率提升60%,过高搅拌强度(搅拌速度G_T值64 s~(-1))、不适宜的p H值(最适p H值为8.02)环境都会起同步转化效率的降低.     

响水化工园区爆炸事故污水应急预处理工艺筛选

响水化工园区爆炸事故污水具有成分复杂、高有机物、高氨氮、高毒性等特点.本文针对该爆炸事故污水难处理的特点,选择了粉末活性炭-活性污泥（PAC-AS）、活性炭吸附、水解酸化-A²O 3种工艺开展预处理研究.结果表明,PAC-AS工艺可显著去除事故污水中的有机污染物;总有机碳去除率达到96.50%,比另外两种工艺分别高77.68%和11.41%;而氨氮去除率为65.03%,比另外两种工艺分别高51.37%和3.92%.PAC-AS工艺成功应用于事故污水处理工程,实现了全部20580.00 m³事故污水的妥善预处理,累计削减COD 21260.71 kg、氨氮209.41 kg,且出水水质稳定.     

复合薄膜法反应条件的确定

通过实验确定了复合薄膜法的最佳反应条件为：硝酸灵膜厚度为12nm,BaCl2膜厚度为2nm;采用辛醇蒸汽来促进粒子与复合薄膜的反应;样品在蒸汽中的处理时间为18h．在所确定的反应条件下,粒子中所含的硝酸根离子和硫酸根离子与复合薄膜反应后,在电镜下分别具有清晰的针状结晶和圆环状晶形．     

酸沉降影响下重庆马尾松林的健康监测及调控技术研究

酸沉降影响下重庆马尾松(Pinus massoniana)林的衰退一直受到研究者的重视,并取得一定成果,但森林健康监测和调控技术等方面的研究还很少。以重庆铁山坪马尾松纯林为研究对象,采用欧洲叶量损失率的划分标准,选择叶量损失率为0～20%、20%～40%、40%～60%和60%～99%的优势木,分析其树冠下的土壤化学性质及针叶元素含量;采用随机区组设计,设立在土壤表面撒施石灰石粉0(不撒施石灰石粉,对照)、1、2、3和4t·hm-25个处理,探讨不同石灰石粉剂量处理对优势木针叶元素含量和生长的影响。结果表明:不同叶量损失率的马尾松优势木树冠下的土壤化学性质基本相似,0～60cm土层的pH平均值在3.59～3.80,盐基饱和度平均值低于10%,土壤严重酸化,随叶量损失率的增加,一年生针叶内K、Na、Ca、Mg、Al、P、S、N等元素含量并无明显差异。针叶内P缺乏是营养限制因子。撒施石灰石粉165d后,1、2、3t·hm-2处理的优势木一年生针叶中P、Mg含量增加,增幅以2t·hm-2处理最高,比对照分别增加30.26%和12.65%;所有撒施石灰石粉处理的N含量增加,Ca含量有增有减,变化规律不明显。撒施石灰石粉一年后,各处理优势木的树高和胸径生长量增加,针叶损失率下降,主轴顶梢长度和一年生针叶长度增加。短期内从一年生针叶中P、Mg含量及林木生长和健康情况变化综合来看,石灰石粉一次撒施量以2t·hm-2效果最佳。     

Fe(Ⅵ)/Na2SO3体系降解阿特拉津效能

利用高铁酸钾活化亚硫酸钠(Fe(Ⅵ)/Na₂SO₃体系),探究其对阿特拉津(ATZ)的降解效能;鉴别了反应体系主要活性组分,并考察了Na₂SO₃投加量、反应溶液pH值和水质背景成分对ATZ降解效能的影响.结果表明:当Fe(VI)和Na₂SO₃的投加量分别为50和200μmol/L时,反应10s后Fe(Ⅵ)/Na₂SO₃体系对ATZ的降解效能达到74.4%,单独Fe(VI)(50μmol/L)和单独Na₂SO₃(200μmol/L)对ATZ的去除率仅为10.2%和7.5%.探针化合物和溶解氧作用等实验证实体系中主要的活性基团为SO₄^·-.在pH=8,Fe(VI)投加量为50μmol/L时,随着Na₂SO₃投加量的增大,Fe(Ⅵ)/Na₂SO₃体系对ATZ的去除效率先增大后减小,其中最佳Na₂SO₃投加量为150~200μmol/L.Fe(Ⅵ)/Na₂SO₃体系在pH 7~10的范围内,均可以快速降解ATZ.在天然水体中,Fe(Ⅵ)/Na₂SO₃体系也可以高效降解ATZ,但是水质背景成分会竞争消耗SO₄^·-,导致Fe(Ⅵ)/Na₂SO₃体系对ATZ的降解效能降低.     

Groundwater arsenic removal by coagulation using ferric(III) sulfate and polyferric sulfate: A comparative and mechanistic study

Elevated arsenic (As) in groundwater poses a great threat to human health. Coagulation using mono-and poly-Fe salts is becoming one of the most cost-effective processes for groundwater As removal. However, a limitation comes from insufficient understanding of the As removal mechanism from groundwater matrices in the coagulation process, which is critical for groundwater treatment and residual solid disposal. Here, we overcame this hurdle by utilizing microscopic techniques to explore molecular As surface complexes on the freshly formed Fe flocs and compared ferric(III) sulfate (FS) and polyferric sulfate (PFS) performance, and finally provided a practical solution in As-geogenic areas. FS and PFS exhibited a similar As removal efficiency in coagulation and coagulation/filtration in a two-bucket system using 5 mg/L Ca(ClO)₂. By using the two-bucket system combining coagulation and sand filtration, 500 L of As-safe water (<10 μg/L) was achieved during five treatment cycles by washing the sand layer after each cycle. Fe k-edge X-ray absorption near-edge structure (XANES) and As k-edge extended X-ray absorption fine structure (EXAFS) analysis of the solid residue indicated that As formed a bidentate binuclear complex on ferrihydrite, with no observation of scorodite or poorly-crystalline ferric arsenate. Such a stable surface complex is beneficial for As immobilization in the solid residue, as confirmed by the achievement of much lower leachate As (0.9 μg/L-0.487 mg/L) than the US EPA regulatory limit (5 mg/L). Finally, PFS is superior to FS because of its lower dose, much lower solid residue, and lower cost for As-safe drinking water.     

Groundwater arsenic removal by coagulation using ferric(Ⅲ)sulfate and polyferric sulfate: A comparative and mechanistic study

Elevated arsenic(As) in groundwater poses a great threat to human health. Coagulation using mono- and poly-Fe salts is becoming one of the most cost-effective processes for groundwater As removal. However, a limitation comes from insufficient understanding of the As removal mechanism from groundwater matrices in the coagulation process, which is critical for groundwater treatment and residual solid disposal. Here, we overcame this hurdle by utilizing microscopic techniques to explore molecular As surface complexes on the freshly formed Fe flocs and compared ferric(III) sulfate(FS) and polyferric sulfate(PFS)performance, and finally provided a practical solution in As-geogenic areas. FS and PFS exhibited a similar As removal efficiency in coagulation and coagulation/filtration in a two-bucket system using 5 mg/L Ca(ClO)_2. By using the two-bucket system combining coagulation and sand filtration, 500 L of As-safe water( 10 μg/L) was achieved during five treatment cycles by washing the sand layer after each cycle. Fe k-edge X-ray absorption near-edge structure(XANES) and As k-edge extended X-ray absorption fine structure(EXAFS) analysis of the solid residue indicated that As formed a bidentate binuclear complex on ferrihydrite, with no observation of scorodite or poorly-crystalline ferric arsenate. Such a stable surface complex is beneficial for As immobilization in the solid residue, as confirmed by the achievement of much lower leachate As(0.9 μg/L–0.487 mg/L)than the US EPA regulatory limit(5 mg/L). Finally, PFS is superior to FS because of its lower dose, much lower solid residue, and lower cost for As-safe drinking water.