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     

O3-BAC深度处理工艺中细菌群落时空分布及动态变化规律

为弄清饮用水O₃-BAC深度处理工艺过程中细菌群落的时空分布和动态变化规律,本研究以我国南方某O₃-BAC深度处理工艺水厂为研究对象,采用NovaSeq6000高通量测序技术对夏季和冬季各工艺单元出水及滤砂和活性炭生物膜等细菌群落进行解析.结果表明,出厂水pH、浊度、COD_Mn、菌落总数等指标均满足《生活饮用水卫生标准》（GB5749-2006）的要求.夏季细菌群落多样性明显高于冬季,活性炭生物膜的细菌群落多样性高于滤砂生物膜;混凝沉淀、臭氧化和消毒是影响细菌群落多样性的主要工艺单元.水样和生物膜样品绝对优势菌门均为变形菌门（Proteobacteria）,且主要菌门组成大体相同,但细菌群落门水平相对丰度存在一定的时空差异,属水平上差异则更为明显.此外,检测到的条件致病菌属主要包括芽孢杆菌属（Bacillus）、不动杆菌属（Acinetobacter）、假单胞菌属（Pseudomonas）和分支杆菌属（Mycobacterium）,且其所占核心微生物OTUs数目不受季节性影响.水温和生物可降解溶解性有机碳（BDOC）是显著影响细菌群落分布的主要水质参数.以上研究结果表明,O₃-BAC深度处理工艺过程中细菌群落具有时空变化特性,并可为饮用水微生物安全保障提供支撑.     

固定源可凝结颗粒物稀释采样器的设计

固定污染源烟气排放进入大气环境后稀释降温,气相中部分饱和蒸气压较低的组分转化为可凝结颗粒物,这部分颗粒物在固定源烟气颗粒物监测中通常被忽略.为评价固定源可凝结颗粒物的排放情况,本文设计开发并评测了一套稀释采样器.稀释采样器稀释比在10：1~40：1范围内,混合停留时间为5~10 s.实验室评测结果表明,稀释气颗粒物背景值低（（~0.1±0.08） 个·cm^-3）,稀释采样器气密性良好,烟气和稀释气能够均匀混合,颗粒物损失较少,细颗粒物 （PM_2.5）损失在5%以下.本稀释采样器能模拟烟气与环境空气混合降温过程,可用于固定源可凝结颗粒物的测量.     

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.     

过硫酸钠缓释材料的释放性能及其对2, 4-二硝基甲苯的降解效果

针对原位化学氧化技术修复土壤和地下水时氧化剂因释放过快而导致的利用率低等问题,通过熔化成型法制备过硫酸钠缓释材料,分析石蜡、硅砂和过硫酸钠不同配比对材料成型度和释放性能的影响,研究缓释过程中溶液pH的变化,探讨其在水溶液中的缓释行为及其对2,4-二硝基甲苯（2,4-DNT）的降解效果.结果表明:当固定过硫酸钠质量为6 g、硅砂质量为18 g、蜡砂比（石蜡、硅砂质量之比）为1:4~1:8时,过硫酸钠缓释材料成型度适中,且过硫酸钠的累积缓释量随着时间的延长而逐渐增大,第31天时过硫酸钠累积释放百分比为74.67%~88.40%,可实现过硫酸钠的持续可控释放.当硅砂质量为18 g、蜡砂比为1:1~1:6时,过硫酸钠累积释放百分比随着过硫酸钠质量的增加而增大,且溶液中的pH呈先降低后上升的变化规律.缓释材料缓释前后实物图和显微镜分析结果显示,过硫酸钠缓释材料的释放是一个由外到内、速率由快变慢最终趋于平稳的过程.过硫酸钠质量为12 g、硅砂质量为18 g、蜡砂比为1:4的缓释材料对2,4-DNT具有较好的降解效果,第16次置换浓度为0.2 mg/L的2,4-DNT水溶液时,2,4-DNT的降解率为56.38%.研究显示,改变制备材料的配比可有效实现缓释材料中过硫酸钠的缓慢释放及对污染物的有效降解,可为原位化学氧化修复土壤和地下水提供理论支撑.      

废旧阴极-赤泥协同处理烧结熟料的溶出性能

采用XRF,ICP-MS,XRD及SEM-EDS检测手段,研究了废旧阴极-赤泥高温协同处理所得熟料的溶出性能.结果表明,Na₂CO₃浓度,温度,时间及液固比因素对Al₂O₃,Na₂O溶出率TFe₂O₃的富集效果的影响趋势一致.最适宜溶出条件为：Na₂CO₃ 30g/L,温度50℃,时间30min,液固比8.该条件下,熟料中Al₂O₃和Na₂O溶出率分别高达为87.41%和92.51%;相应的SiO₂和CaO溶出率仅为3.02%和0.36%,铁矿物几乎不溶.溶出渣中的TFe₂O₃含量从熟料中23.64%提高到39.89%,研究表明溶出工艺同步实现了熟料中铝、钠的回收和铁的富集.再者,处理后溶出渣较熟料减量近16%（以铝和钠溶出率测算）,且属于非危险性废物.     

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.     

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.