Catalytic urea hydrolysis by composite metal oxide catalyst towards efficient urea-based SCR process: performance evaluation and mechanism investigation

● Bimetallic oxide composite catalyst was designed for the urea-based SCR process. ● Surface chemical state and typical microstructure of catalyst was determined. ● Reaction route was improved based on intermediates and active site identification. ● TiO₂@Al₂O₃ presents an obvious promotion for urea hydrolysis. As a promising option to provide gaseous NH₃ for SCR system, catalytic urea hydrolysis has aroused great attention, and improving surface area and activity of catalysis are the crucial issues to be solved for efficient urea hydrolysis. Therefore, a composite metal oxide (TiO₂@Al₂O₃) catalyst was prepared by a simple hydrothermal method, with mesoporous alumina (γ-Al₂O₃) as substrate. The results verify the mesoporous structure and submicron cluster of TiO₂@Al₂O₃, with exposed crystal faces of (101) and (400) for TiO₂ and γ-Al₂O₃, respectively. The electronegativity difference of Ti⁴⁺ and Al³⁺ changes the charge distribution scheme around the interface, which provides abundant acid/base sites to boost the urea hydrolysis. Consequently, for an optimal proportioning with nano TiO₂ content at 10 wt.%, the hydrolysis efficiency can reach up to 35.2 % at 100 °C in 2 h, increasing by ~7.1 % than that of the blank experiment. ¹³C NMR spectrum measurements provide the impossible intermediate species during urea hydrolysis. Theoretical calculations are performed to clarify the efficient H₂O decomposition at the interface of TiO₂@Al₂O₃. The result offers a favorable technology for energy-efficiency urea hydrolysis.     

洁霉素生产废水处理的研究

采用水解（酸化）－二段投菌生物接触氧化－混凝工艺处理浓度洁霉素废水,中试结果表明：进水ＣＯＤ浓度为３５００－５０００ｍｇ／Ｌ范围时,出水ＣＯＤ平均去除率大于９５％,进水ＢＯＤ浓度为１０００－１５００ｍｇ／Ｌ范围时,出水ＢＯＤ平均去除率大于９６％,各项指标达到国家ＧＢ８９７８－８８排放标准。     

焦化废水中难降解有机物去除的研究

研究了以UV(紫外线)照射、O₃氧化及厌氧酸化作为预处理方法来提高焦化废水生物降解性能的可行性和作用机理,并由此提出了一条新的工艺路线:A-A/O工艺。研究表明,以A-A/O工艺去除焦化废水中的难降解有机物效果显著,经济可行。      

芸苔素内酯的水解及其在土壤中的降解特性

测定了芸苔素内酯在不同pH值和温度条件下的水解及其在东北黑土、灭菌东北黑土、江西红壤和河南二合土4种土壤中的降解特性。结果表明:芸苔素内酯的水解和在土壤中的降解均符合一级动力学方程。在pH值为5、7和9的条件下,25℃时芸苔素内酯的水解半衰期分别为24.1、19.6和16.4d;50℃时水解半衰期分别为20.9、16.3和13.6d。25℃时芸苔素内酯在东北黑土、灭菌东北黑土、河南二合土和江西红壤中的降解半衰期分别为13.8、14.1、16.5和43.3d。     

Forest biomass accumulation is an important source of acidity to forest soils: Data from Swedish inventories of forests and soils 1955 to 2010

The input of acidity to Swedish forest soils through forestry between 1955 and 2010 is compared with the acid input from atmospheric deposition. Depending on region, input of acidity from forestry was the minor part (25–45%) of the study period’s accumulated acid input but is now the dominating source (140–270 mol_c ha⁻¹ year⁻¹). The net uptake of cations due to the increase in standing forest biomass, ranged between 35 and 45% of the forestry related input of acidity while whole-tree harvesting, introduced in the late 1990s, contributed only marginally (< 2%). The geographical gradient in acid input is reflected in the proportion of acidified soils in Sweden but edaphic properties contribute to variations in acidification sensitivity. It is important to consider the acid input due to increases in standing forest biomass in acidification assessments since it is long-term and quantitatively important.Supplementary InformationThe online version contains supplementary material available at 10.1007/s13280-021-01540-y.     

氮添加对侵蚀退化红壤化学性质及芒萁叶功能性状的影响

蕨类植物芒萁(Dicranopteris dichotoma)是我国南方红壤侵蚀区重要的水土保持植物,但目前氮添加对芒萁叶功能性状及其基部土壤化学性质以及这二者之间关系的影响尚不清楚.以芒萁作为研究对象,采用盆栽实验,设置CK(0 g m-2 a-1)、N1(1.1 g m-2 a-1)、N2(2.3 g m-2 a-...     

气浮-水解-序批式活性污泥法处理高浓度特种丙烯酸废水

采用气浮—水解—序批式活性污泥法(SBR)处理高浓度特种丙烯酸废水,研究了投加生活污水对处理效果的影响及厌氧水解时间、SBR曝气时间、污泥负荷等因素对COD去除率的影响,结果表明,按1∶1体积比投加生活污水,厌氧水解时间2d,序批式活性污泥法曝气时间10h(进水后期曝气1h,共曝气11h),污泥负荷小于或等于0.08kg/(kg.d)时,出水COD小于85m g/L,满足处理要求。     

曝气生物滤池工艺处理汽车涂装废水

采用曝气生物滤池(BIOFOR)工艺处理江铃集团汽车涂装废水取得了良好的效果。系统出水达到《污水综合排放标准》(GB89781996)一级排放标准,整个废水处理工程具有处理能力强、处理效果好、耐冲击负荷、不需二沉池、工艺流程简单等优点。     

应用织物填料对传统活性污泥法改造中试

采用织物填料的高效水解-好氧生物处理工艺进行城市污水厂,传统活性污泥法改造中试。介绍了该工艺的设计特点、参数及其运行效果。通过试验,结果表明,采用水解-好氧生物处理工艺投资少、运行费用低、处理效果持续稳定。在污水量为1·4×104m3/d,曝气池停留时间1·89h、气水比减少一半的情况下,该工艺处理城市污水BOD5、CODCr、SS出水指标达到国家一级排放标准,除磷脱氮效果明显优于传统活性污泥法,对总氮的平均去除率高于50%,对总磷的去除率高于70%。该方法适宜于中小型污水处理厂的改造。     

城市污水污泥微波热水解特性研究

在80～170 ℃进行1～30 min的城市污水污泥微波热水解,微波频率2 450 MHz,最大输出功率1 kW,考察挥发性悬浮固体(VSS)和悬浮固体(SS)溶解率,污泥上清液COD和TOC浓度、污泥粒径、形态变化和碳氢氮含量等污泥热水解特征,分析污泥离心脱水性能的改善和减量化效果.结果表明,微波加热使污泥有机物水解反应快速发生,水解过程受温度影响显著.热水解5 min时,150℃和170℃的VSS溶解率为15.8%和29.4%;10 min时COD溶解率达到19.07%和25.75%,COD和TOC浓度在170℃分别为9 860.0 mg/L和2 949.70 mg/L.超过5～10 min,VSS和COD水解率增加缓慢.通过扫描电镜(SEM)观察到污泥热水解后菌体细胞破裂.与碳和氢相比,污泥中氮的水解率更高,170℃微波热水解5 min氮的水解率达到67%.150℃和170℃热水解10 min离心脱水污泥含水率降低到73.1%和65.5%,脱水性能改善,相应减量化率为33.9%和51.7%.