Catalytic degradation of toxic organic dye using an aluminum-doped Cu0.4Zn0.6-xAlxFe2O4 (x = 0.0, 0.2, 0.4, 0.6) spinel ferrite in a photo-Fenton system

Catalytic activity of spinel ferrite in breaking down toxic dye materials are promising due to their uniqueness. In this study, aluminum-doped copper zinc ferrite, Cu_0.4Zn_0.6-xAl_xFe₂O₄ (x = 0.0, 0.2, 0.4, 0.6), a catalyst for toxic dye degradation is synthesized through chemical co-precipitation route. The formation of the spinel ferrite catalyst is initially confirmed by Fourier transform infrared spectra, which shows the frequency of metal-oxygen bond vibration at 539 and 427 cm⁻¹ attributed to the tetrahedral and octahedral sites respectively. Higher intensity sharp peak of X-ray diffraction for (311) plane is the evidence for the phase purity and the formation of spinel ferrite. The crystallite size is found to decrease with the increase of Al³⁺ ion. The surface structure of the obtained particles is investigated using a scanning electron microscope. Analyses of the material's magnetic characteristics using a vibrating sample magnetometer (VSM) revealed that it is, in fact, a soft magnet, as evidenced by the loop of its hysteresis, which is narrow. The catalytic degradation of methylene blue dye under the mechanism of the photo-Fenton process is studied with the obtained spinel ferrites and the result is found to be as high as 96.5%. The process follows pseudo-second order kinetics and the Langmuir isotherm.     

Impact of floodplain and Stage 0 stream restoration on flood attenuation and floodplain exchange during small frequent storms

River flooding impacts human life and infrastructure, yet provides habitat and ecosystem services. Traditional flood control (e.g., levees, dams) reduces habitat and ecosystem services, and exacerbates flooding elsewhere. Floodplain restoration (i.e., bankfull floodplain reconnection and Stage 0) can also provide flood management, but has not been sufficiently evaluated for small frequent storms. We used 1D unsteady Hydrologic Engineering Center's River Analysis System to simulate small storms in a 5 km-long, second-order generic stream from the Chesapeake Bay watershed, and varied % channel restored (starting at the upstream end), restoration location, restoration bank height (distinguishes bankfull from Stage 0 restoration), and floodplain width/Manning's n. Stream restoration decreased (attenuated) peak flow up to 37% and increased floodplain exchange by up to 46%. Floodplain width and % channel restored had the largest impact on flood attenuation. The incremental effects of new restoration projects on flood attenuation were greatest when little prior restoration had occurred. By contrast, incremental effects on floodplain exchange were greatest in the presence of substantial prior restoration, setting up a tradeoff. A similar tradeoff was revealed between attenuation and exchange for project location, but not bank height or floodplain width. In particular, attenuation and exchange were always greater for Stage 0 than for bankfull floodplain restoration. Stage 0 thus may counteract human impacts such as urbanization.     

COMPARISON OF STOCHASTIC AND DETERMINISTIC DYNAMIC PROGRAMMING FOR RESERVOIR OPERATING RULE GENERATION1

ABSTRACT: Two dynamic programming models — one deterministic and one stochastic — that may be used to generate reservoir operating rules are compared. The deterministic model (DPR) consists of an algorithm that cycles through three components: a dynamic program, a regression analysis, and a simulation. In this model, the correlation between the general operating rules, defined by the regression analysis and evaluated in the simulation, and the optimal deterministic operation defined by the dynamic program is increased through an iterative process. The stochastic dynamic program (SDP) describes streamflows with a discrete lag-one Markov process. To test the usefulness of both models in generating reservoir operating rules, real-time reservoir operation simulation models are constructed for three hydrologically different sites. The rules generated by DPR and SDP are then applied in the operation simulation model and their performance is evaluated. For the test cases, the DPR generated rules are more effective in the operation of medium to very large reservoirs and the SDP generated rules are more effective for the operation of small reservoirs.     

广州轨道交通三号线高速行驶条件下对安全限界的影响研究

给出了轨道交通车辆横向偏移量的计算方法 ,并应用列车 -线路动力耦合模型 ,分析了广州地铁三号线的安全限界变化问题。确定了当前按 80km/h行车速度设计的建筑限界能满足 13 0km/h行车速度的要求 ,限界尺寸不需改动可保证列车运行安全平稳     

Influence of floc dynamic protection layer on alleviating ultrafiltration membrane fouling induced by humic substances

Cake layer formation is inevitable over time for ultrafiltration (UF) membrane-based drinking water treatment. Although the cake layer is always considered to cause membrane fouling, it can also act as a “dynamic protection layer”, as it further adsorbs pollutants and dramatically reduces their chance of getting to the membrane surface. Here, the UF membrane fouling performance was investigated with pre-deposited loose flocs in the presence of humic acid (HA). The results showed that the floc dynamic protection layer played an important role in removing HA. The higher the solution pH, the more negative the floc charge, resulting in lower HA removal efficiency due to the electrostatic repulsion and large pore size of the floc layer. With decreasing solution pH, a positively charged floc dynamic protection layer was formed, and more HA molecules were adsorbed. The potential reasons were ascribed to the smaller floc size, greater positive charge, and higher roughness of the floc layer. However, similar membrane fouling performance was also observed for the negative and positive floc dynamic protection layers due to their strong looseness characteristics. In addition, the molecular weight (MW) distribution of HA also played an important role in UF membrane fouling behavior. For the small MW HA molecules, the chance of forming a loose cake layer was high with a negatively charged floc dynamic protection layer, while for the large MW HA molecules it was high with a positively charged floc dynamic protection layer. As a result, slight UF membrane fouling was induced.     

Plasmonic silver/silver oxide nanoparticles anchored bismuth vanadate as a novel visible-light ternary photocatalyst for degrading pharmaceutical micropollutants

The degradation of pharmaceutical micropollutants is an intensifying environmental problem and synthesis of efficient photocatalysts for this purpose is one of the foremost challenges worldwide. Therefore, this study was conducted to develop novel plasmonic Ag/Ag₂O/BiVO₄ nanocomposite photocatalysts by simple precipitation and thermal decomposition methods, which could exhibit higher photocatalytic activity for mineralized pharmaceutical micropollutants. Among the different treatments, the best performance was observed for the Ag/Ag₂O/BiVO₄ nanocomposites (5 wt.%; 10 min's visible light irradiation) which exhibited 6.57 times higher photodegradation rate than the pure BiVO₄. Further, the effects of different influencing factors on the photodegradation system of tetracycline hydrochloride (TC-HCl) were investigated and the feasibility for its practical application was explored through the specific light sources, water source and cycle experiments. The mechanistic study demonstrated that the photogenerated holes (h⁺), superoxide radicals (?O₂^?) and hydroxyl radicals (?OH) participated in TC-HCl removal process, which is different from the pure BiVO₄ reaction system. Hence, the present work can provide a new approach for the formation of novel plasmonic photocatalysts with high photoactivity and can act as effective practical application for environmental remediation.     

尕海湿地植被退化过程中有机碳及相关土壤酶活性变化特征

以青藏高原东缘尕海湿地不同植被退化程度样地为研究对象,采用定位研究与室内试验相结合的方法,研究植被退化过程对土壤有机碳和土壤酶活性的影响。结果表明：植被退化显著影响土壤有机碳含量和土壤酶活性,降低了土壤有机碳的含量和酶促反应效率,且这种影响随土层深度变化有所不同。四种植被退化阶段有机碳含量和酶活性均值总体上（0~100 cm）表现为未退化>轻度退化>中度退化>重度退化。不同土层中,20~40 cm土层的有机碳含量中度退化>轻度退化;0~10 cm土层中淀粉酶和纤二糖酶中度退化阶段活性值较高;20~100 cm土层中蔗糖酶重度退化阶段活性值最高,纤二糖酶活性重度退化>中度退化。同一退化程度土壤有机碳含量、蔗糖酶和纤二糖酶活性随土层深度增加显著降低（P<0.05）;淀粉酶和纤维素酶活性在>40 cm土层中活性值有所上升,整体呈波动下降趋势。     

中国乘用车塑料的动态物质流分析

结合行业信息并基于动态物质流模型,本文对1950~2050年间中国乘用车塑料流量与存量进行了历史测算与情景分析.历史测算表明：1950~2018年国内乘用车行业累计消耗了以聚丙烯（PP）、聚氨酯（PU）等为主的塑料3278万t,产生了337万t塑料废弃物;报废汽车拆解后的车用废塑料仅28%得到回收利用.针对未来情况,本文设计了乘用车保有量、单车塑料使用量两大关键因素下的不同情景组合.结果显示车用塑料存量及废塑料产生量将大幅增长,到2050年存量将达到0.7~2.7亿t,废塑料产生量将达到500~1600万t,汽车拆解和塑料再生等相关行业对此应充分关注.到2050年车用废塑料回收率若能提升至80%,将减少376万t/a的车用废塑料填埋或焚烧,显著减少环境风险.     

Pt负载暴露(001)晶面Bi2WO6催化剂合成及光催化性能

通过水热法制备了暴露（001）晶面的Bi₂WO₆纳米片,利用光还原法将Pt纳米颗粒负载于其表面.选择苯甲醇氧化和罗丹明B（RhB）降解为探针反应,评价了催化剂的光催化性能.在苯甲醇氧化实验中,Pt负载暴露001晶面的Bi₂WO₆样品的苯甲醇转化率为20.7%,约为未负载样品的2倍.在RhB降解实验中,Pt负载样品在光照40min后对RhB的矿化率可达81.1%,而未负载样品RhB矿化率仅为55.8%,表明Pt负载样品具有更优的降解速率和矿化能力.催化剂性能的提升归因于高能晶面暴露和Pt负载的协同作用.Pt纳米颗粒的负载作为助催化剂增加了催化剂表面的活性位点,同时提高了晶面光生电子空穴对的分离和迁移效率.     

石油污染土壤多酚氧化酶的动力学及热力学特征

土壤多酚氧化酶是一种氧化还原酶,能够将土壤中芳香族化合物氧化成醌,促进土壤中石油类物质的分解转化.以距大庆油田工作区不同距离（1、5、15 km）的石油污染地为对象,研究不同温度下石油污染裸地及羊草（Leymus chinensis）修复地的土壤多酚氧化酶活性及其动力学和热力学特征的变化.结果表明:土壤多酚氧化酶活性随温度和底物浓度的增加而逐渐增大,在温度为30℃或40℃、底物浓度为80 mmol/L或160 mmol/L时达到最大值;各样地土壤酶的动力学参数K_m（Mihaelis常数）随温度的变化规律不同,V_max（酶促反应最大速度）和V_max/K_m（催化效率）随温度升高而逐渐增大,均在30℃或40℃时达到最大值;热力学参数Q₁₀（温度系数）、ΔH（活化焓）、ΔS（活化熵）随温度变化差异不显著,ΔG（活化自由能）随温度升高呈逐渐增加趋势.在同一温度下,石油污染裸地土壤多酚氧化酶活性高于羊草修复地;K_m和V_max/K_m在各样地均表现为无规律性变化,V_max最大值出现在距油田工作区5 km处的裸地（BMP）,最小值出现在距油田工作区5 km处的羊草修复地（LMP）;Q₁₀、E_a（活化能）、ΔH、ΔS的最大值均出现在距油田工作区1 km处的裸地（BVP）,最小值均出现在距油田工作区1 km处的羊草修复地（LVP）.研究显示,升温和植物修复对土壤多酚氧化酶活性的反应特征有较大影响.