基于点—轴系统理论的北黄海经济带空间结构研究

选取北黄海经济带作为研究对象,从区域空间角度,基于点—轴理论,重点分析了北黄海经济带的空间结构。结果表明,北黄海经济带的空间发展模式为点—轴渐进逐级开发模式,并具有规模经济效应、集聚与扩散效应、交通协同效应;北黄海经济带依托大连经济发展一级枢纽轴心,沿庄河、东港二级枢纽轴心的两条产业轴延伸,形成一条点—轴式空间发展枢纽轴带,即北黄海经济带。     

安全评价工作中的几点体会

本人在从事安全评价过程中有几点体会,想与同行进行交流和沟通,希望能够对我们所从事的安全评价工作有一个促进和提升,使每一个从事安全工作的人员真正能够为企业安全生产提供帮助,为安全监督管理部门监管提供技术支撑。也希望能够对刚刚从事安全评价工作的人员有所帮助。     

澜沧江流域梯级水库建设下水体营养盐和叶绿素a的空间分布特征

澜沧江梯级水库群建设对流域水生态环境产生了一定的影响,将流域水体划分为自然河道段和水库段.为了探究梯级水库建设后澜沧江流域不同类型水体氮、磷营养盐和叶绿素a浓度的空间变化规律以及叶绿素a浓度与环境因子之间的关系,于2017年6月对澜沧江流域生态环境进行了调查分析.结果表明,澜沧江水体总氮质量浓度变化范围为0.37~1.22 mg·L^-1,均值为0.70 mg·L^-1;总磷质量浓度变化范围0.01~0.19 mg·L^-1,均值为0.04 mg·L^-1.单因素ANOVA分析表明,总氮空间差异显著,表现为支流段 > 水库段 > 自然河道段;但总磷没有明显的空间差异.澜沧江水库段水体叶绿素a浓度变化范围为2.6~10.2μg·L^-1,均值为5.8μg·L^-1.Pearson相关性分析结果显示,水体叶绿素a浓度与总磷浓度、水温和真光层与混合层之比（Z_eu/Z_mix）等具有显著相关性,其中与Z_eu/Z_mix的相关性最高（R²=0.689,P=0.001）,表明水温分层驱动下的Z_eu/Z_mix是影响澜沧江水库水体中浮游植物生长的关键性指标.     

宁武亚高山湖泊细菌群落的时空格局及驱动机制

受人类活动和气候变化的影响,亚高山湖泊生态系统日趋退化,导致微生物群落生物多样性和结构改变.本研究以宁武亚高山湖泊公海(GH)水体细菌群落为研究对象,通过Q-PCR和DGGE技术分析了不同季节和不同深度的水体中细菌群落多样性分布格局,探究细菌群落的时空动态及其多样性维持机制.结果表明,温度(T)、酸碱度(p H)、溶解氧(DO)、电导率(EC)、盐度(SAL)和铵态氮(NH4+)在每个月的不同采样深度间均有显著差异.细菌群落丰度具有明显的时空动态,其中8月的丰度最高,11月最低;在水体中层(2、4和6 m)的丰度较高,表层和底层(0 m和8 m)相对较低.细菌群落α多样性指数在各月份和不同深度间均有显著性差异,从4～12月整体上呈现先减少后增加的趋势.相似性分析(PERMANOVA)结果表明,不同深度之间细菌群落的空间分布格局明显不同(P 0. 001).冗余分析(RDA)和方差分解(VPA)结果表明在不同深度下,细菌群落多样性格局是环境选择和扩散限制共同作用的结果,但是环境选择的相对作用更强,其中水体无机氮(NO3-、NO2-和NH4+)浓度是主要的影响因子.总之,宁武亚高山湖泊公海中细菌群落多样性有明显的时空分布格局,环境选择作为主要因素驱动了细菌群落的多样性格局.     

Spatiotemporal variations of ambient air pollutants and meteorological influences over typical urban agglomerations in China during the COVID-19 lockdown

To investigate the air quality change during the COVID-19 pandemic, we analyzed spatiotemporal variations of six criteria pollutants in nine typical urban agglomerations in China using ground-based data and examined meteorological influences through correlation analysis and backward trajectory analysis under different responses. Concentrations of PM_2.5, PM₁₀, NO₂, SO₂ and CO in urban agglomerations respectively decreased by 18%–45% (30%–62%), 17%–53% (22%–39%), 47%-64% (14%–41%), 9%–34% (0%–53%) and 16%-52% (23%–56%) during Lockdown (Post-lockdown) period relative to Pre-lockdown period. PM_2.5 pollution events occurred during Lockdown in Beijing-Tianjin-Hebe (BTH) and Middle and South Liaoning (MSL), and daily O₃ concentration rose to grade Ⅱ standard in Post-lockdown period. Distinct from the nationwide slump of NO₂ during Lockdown period, a rebound (～40%) in Post-lockdown period was observed in Cheng-Yu (CY), Yangtze River Middle-Reach (YRMR), Yangtze River Delta (YRD) and Pearl River Delta (PRD). With slightly higher wind speed compared with 2019, the reduction of PM_2.5 (51%–62%) in Post-lockdown period is more than 2019 (15%–46%) in HC (Harbin-Changchun), MSL, BTH, CP (Central Plain) and SP (Shandong-Peninsula), suggesting lockdown measures are effective to PM_2.5 alleviation. Although O₃ concentrations generally increased during the lockdown, its increment rate declined compared with 2019 under similar sunlight duration and temperature. Additionally, unlike HC, MSL and BTH, which suffered from additional (> 30%) air masses from surrounding areas after the lockdown, the polluted air masses reaching YRD and PRD mostly originated from the long-distance transport, highlighting the importance of joint regional governance.     

次区域城市群协同发展时空演变及动态模拟研究——以宜荆荆恩城市群为例

建立"经济水平—交流服务—产业发展—生态文明—公共服务—科技创新"框架,以宜荆荆恩城市群为例,并与相似区域城市群对比,综合运用耦合协调度、BP神经网络模型、ArcGIS空间分析工具研究次区域城市群协同发展时空演变规律及发展趋势。结果表明:(1)宜荆荆恩城市群综合发展能力指标总体协调发展不均衡。(2)与苏锡常都市圈相比,宜荆荆恩城市群的综合协同发展水平较低,且处于波动状态。(3)在动态模拟方面,宜荆荆恩城市群2020—2025年协同水平差距将持续增大,其协同发展水平在南北方向呈倒"U"型,东西方向呈"两边低,中间高"的趋势。     

Numerical simulation of overtopping breach processes caused by failure of landslide dams

Environmental Fluid Mechanics - Based on the mechanism of landslide dam failure caused by overtopping, a simplified mathematical model for simulating dam breach overtopping flow processes was...     

双酚A促进粪肠球菌中信息素调控质粒pCF10介导的耐药基因接合转移

粪肠球菌是一种在自然水体中广泛存在的革兰氏阳性细菌。信息素调控质粒介导的接合转移是造成粪肠球菌耐药基因快速扩散的重要方式。双酚A是一种内分泌干扰物,因其在工业中大量应用造成其在水环境中的广泛分布。本文以信息素调控质粒中比较有代表性的pCF10质粒作为研究对象,研究了双酚A对粪肠球菌中耐药基因接合转移的影响,证实了双酚A可以促进pCF10质粒介导的耐药基因接合转移,且这一结果同双酚A作用浓度和作用时间相关。双酚A影响耐药基因的扩散,是通过促进编码正调控信息素的ccfA基因表达实现的。本文旨在深入理解双酚A影响抗生素抗性基因扩散的环境行为,为耐药基因控制及双酚A环境效应的评估提供理论支持。     

What have we known so far about microplastics in drinking water treatment? A timely review

• 23 available research articles on MPs in drinking water treatment are reviewed. • The effects of treatment conditions and MP properties on MP removal are discussed. • DWTPs with more steps generally are more effective in removing MPs. • Smaller MPs (e.g.,<10 μm) are more challenging in drinking water treatment. Microplastics (MPs) have been widely detected in drinking water sources and tap water, raising the concern of the effectiveness of drinking water treatment plants (DWTPs) in protecting the public from exposure to MPs through drinking water. We collected and analyzed the available research articles up to August 2021 on MPs in drinking water treatment (DWT), including laboratory- and full-scale studies. This article summarizes the major MP compositions (materials, sizes, shapes, and concentrations) in drinking water sources, and critically reviews the removal efficiency and impacts of MPs in various drinking water treatment processes. The discussed drinking water treatment processes include coagulation-flocculation (CF), membrane filtration, sand filtration, and granular activated carbon (GAC) filtration. Current DWT processes that are purposed for particle removal are generally effective in reducing MPs in water. Various influential factors to MP removal are discussed, such as coagulant type and dose, MP material, shape and size, and water quality. It is anticipated that better MP removal can be achieved by optimizing the treatment conditions. Moreover, the article framed the major challenges and future research directions on MPs and nanoplastics (NPs) in DWT.     

Techno-economic characteristics of wastewater treatment plants retrofitted from the conventional activated sludge process to the membrane bioreactor process

• Retrofitting from CAS to MBR increased effluent quality and environmental benefits. • Retrofitting from CAS to MBR increased energy consumption but not operating cost. • Retrofitting from CAS to MBR increased the net profit and cost efficiency. • The advantage of MBR is related to the adopted effluent standard. • The techno-economy of MBR improves with stricter effluent standards. While a growing number of wastewater treatment plants (WWTPs) are being retrofitted from the conventional activated sludge (CAS) process to the membrane bioreactor (MBR) process, the debate on the techno-economy of MBR vs. CAS has continued and calls for a thorough assessment based on techno-economic valuation. In this study, we analyzed the operating data of 20 large-scale WWTPs (capacity≥10000 m³/d) and compared their techno-economy before and after the retrofitting from CAS to MBR. Through cost-benefit analysis, we evaluated the net profit by subtracting the operating cost from the environmental benefit (estimated by the shadow price of pollutant removal and water reclamation). After the retrofitting, the removal rate of pollutants increased (e.g., from 89.0% to 93.3% on average for NH₃-N), the average energy consumption increased from 0.40 to 0.57 kWh/m³, but the operating cost did not increase significantly. The average marginal environmental benefit increased remarkably (from 0.47 to 0.66 CNY/g for NH₃-N removal), leading to an increase in the average net profit from 19.4 to 24.4 CNY/m³. We further scored the technical efficiencies via data envelopment analysis based on non-radial directional distance functions. After the retrofitting, the relative cost efficiency increased from 0.70 to 0.73 (the theoretical maximum is 1), while the relative energy efficiency did not change significantly. The techno-economy is closely related to the effluent standard adopted, particularly when truncating the extra benefit of pollutant removal beyond the standard in economic modeling. The modeling results suggested that MBR is more profitable than CAS given stricter effluent standards.