堆积体边坡渐进性破坏的随机模型

为精确模拟堆积体边坡变形破坏过程,根据堆积体所固有的非连续性、非均质性、各向异性等特点,以及边坡变形破坏的渐进性特征,采用改进的有限单元法(FEM)对堆积体边坡进行模拟。考虑堆积体边坡从连续位移函数到不连续位移函数的突变。破裂发生前,用连续位移函数进行计算;破裂发生后,引入不连续位移函数。研究结果表明,破裂面上不同点的安全系数(FOS)是不同的,但都随着破坏过程而降低。同时,可以得出不同非均匀程度下安全系数的概率分布。     

亚热带城市河流浮游细菌群落的季节演替及构建机制

细菌是河流生态系统的重要组成部分,在污染物降解、物质循环和能量流动等方面扮演着重要角色.然而亚热带城市河流细菌群落的季节演替和构建机制(确定性和随机性过程)仍不明晰.以流溪河及广州珠江段为研究对象,采用16S rRNA高通量测序分析探讨了不同季节(丰水期和枯水期)水体细菌群落的变化及其构建机制.结果表明：不同季节水体细菌群落的组成存在显著差异,丰水期,变形菌门和异常球菌-栖热菌门的丰度更高;而枯水期,拟杆菌门和厚壁菌门的丰度更高.细菌群落的α和β多样性同样具有显著的季节差异,T、NH₄⁺-N、TOC、pH、EC、DO、NO₃^--N和DSi是影响细菌群落季节变化的主要环境因子.水体细菌群落的生态网络具有典型的模块化结构,物种间以正相关作用(合作关系)为主,且丰水期物种间的合作关系强于枯水期.随机性过程主导了细菌群落的构建,尤其以扩散限制贡献最大,且细菌群落在枯水期面临的扩散限制要高于丰水期.     

黄河流域地级城市土地集约利用效率与生态福利绩效的耦合性分析

通过构建包含时间趋势变量的超越对数生产函数形式的随机前沿分析模型,对黄河流域2008—2017年57个城市的土地集约利用效率与生态福利绩效进行了测度,借助偏离系数的耦合度模型、马尔科夫链以及地理探测器等方法从市域和省域层面探究了两者耦合度的动态演进规律,并阐明了耦合机理与驱动机制。研究发现：（1）各城市的土地集约利用效率稳中有进,而生态福利绩效却呈波动下降的态势,两者的耦合度经历了“先降后升”的阶段性演变过程。（2）大部分省份耦合度的变异系数表现出扩大的倾向,尚有近1/5的城市属于低发展度低协调度的耦合类型;耦合度在空间上呈现出“东北—西南”走向的分异格局,重心整体向西南方向移动,其类型演变以大概率保持原有类型和向相邻的类型转化为主。（3）在驱动因子探测中,经济发展解释力>自然条件解释力>社会文明解释力;因子交互作用以双因子增强效应为主,非线性增强效应为辅,且社会因子是最主要的交互对象。     

养殖户气候适应性行为对提高养殖业生产效率的影响

气候变化给当前中国农业生产转型带来严峻挑战,从效率视角分析农户适应气候变化行为具有重要意义。本文探讨养殖户气候适应性行为与养殖业生产效率之间的逻辑关系,并基于中国五省的微观调查数据,采用倾向得分匹配方法与选择纠偏随机前沿生产函数模型（Selectivity-corrected Stochastic Production Frontier model）相结合的实证思路,分析养殖户气候适应性行为对养殖业生产效率的影响。研究表明：（1）养殖户气候适应性行为能够提高养殖业生产效率,纠正可观测因素与不可观测因素造成的选择性偏差后,适应组养殖户平均养殖业生产效率为0.618,未适应组养殖户的平均养殖业生产效率为0.551。（2）若未考虑选择性偏差,养殖户适应性行为对养殖业生产效率的影响将会错估。研究成果可为推进政府制定农户适应气候变化政策与推动农业生产转型提供有力支持。     

食物转化视角下我国家庭食物浪费程度与影响因素——基于CHNS数据的实证分析

长期以来,我国食物供应充足稳定,但是人口、环境等因素不断对此提出挑战,并且我国每年的食物损失和浪费数量十分惊人。从食物转化视角将食物浪费率定义为家庭食物消费中未能正常转化为家庭成员身体质量指数的比例,采用随机前沿模型并基于CHNS数据估算我国家庭食物浪费率,并探讨家庭异质性特征的影响。结果显示：家庭平均浪费率为11.28%;家庭规模越小、孩子或老年人的数量越多、收入水平越高、南方地区、户主的受教育程度越低、主要女性成员的受教育程度越高或者有工作、对膳食知识掌握程度越低的家庭浪费率越高。因此,要鼓励生产小包装食物和小型厨具,指导家庭根据实际需求购买食物,加强推广食育运动,开展节粮活动并教授减损措施。     

中国八大综合经济区能源生态效率测度及其驱动因素

为促进能源、经济、社会与生态环境的绿色可持续发展,将经济、社会福利等期望产出与生态环境污染非期望产出纳入能源生态效率测度框架,运用基于Shephard能源距离函数的随机前沿模型,从区域研究视角出发分析中国八大综合经济区能源生态效率演变趋势,并探讨其驱动因素的作用机制.结果显示：样本期内全国能源生态效率均值为0.5839,整体水平偏低,且呈现显著的空间非均衡分布特征.八大综合经济区能源生态效率水平呈现由沿海向内陆逐渐递减的发展态势.南部、东部和北部等沿海经济区能源生态效率均值分别为0.6941、0.6213、0.6087,位居前列;西南、黄河中游、长江中游以及东北等经济区次之,能源生态效率均值分别为0.5803、0.5720、0.5623、0.5537;西北经济区能源生态效率均值为0.5087,位列末位.经济发展水平与能源消费结构的估计系数分别为0.0459、0.0747,对能源生态效率的提高具有抑制作用;产业结构、城镇化水平以及环境规制的估计系数分别为-0.9339、-0.6197、-0.0387,对能源生态效率的提高具有促进作用.     

Removal of antibiotic-resistant genes during drinking water treatment: A review

Once contaminate the drinking water source, antibiotic resistance genes (ARGs) will propagate in drinking water systems and pose a serious risk to human health. Therefore, the drinking water treatment processes (DWTPs) are critical to manage the risks posed by ARGs. This study summarizes the prevalence of ARGs in raw water sources and treated drinking water worldwide. In addition, the removal efficiency of ARGs and related mechanisms by different DWTPs are reviewed. Abiotic and biotic factors that affect ARGs elimination are also discussed. The data on presence of ARGs in drinking water help come to the conclusion that ARGs pollution is prevalent and deserves a high priority. Generally, DWTPs indeed achieve ARGs removal, but some biological treatment processes such as biological activated carbon filtration may promote antibiotic resistance due to the enrichment of ARGs in the biofilm. The finding that disinfection and membrane filtration are superior to other DWTPs adds weight to the advice that DWTPs should adopt multiple disinfection barriers, as well as keep sufficient chlorine residuals to inhibit re-growth of ARGs during subsequent distribution. Mechanistically, DWTPs obtain direct and inderect ARGs reduction through DNA damage and interception of host bacterias of ARGs. Thus, escaping of intracellular ARGs to extracellular environment, induced by DWTPs, should be advoided. This review provides the theoretical support for developping efficient reduction technologies of ARGs. Future study should focus on ARGs controlling in terms of transmissibility or persistence through DWTPs due to their biological related nature and ubiquitous presence of biofilm in the treatment unit.     

Review of Urban Stormwater Quality Models: Deterministic,Stochastic, and Hybrid Approaches1

Abstract: The growing impact of urban stormwater on surface‐water quality has illuminated the need for more accurate modeling of stormwater pollution. Water quality based regulation and the movement towards integrated urban water management place a similar demand for improved stormwater quality model predictions. The physical, chemical, and biological processes that affect stormwater quality need to be better understood and simulated, while acknowledging the costs and benefits that such complex modeling entails. This paper reviews three approaches to stormwater quality modeling: deterministic, stochastic, and hybrid. Six deterministic, three stochastic, and three hybrid models are reviewed in detail. Hybrid approaches show strong potential for reducing stormwater quality model prediction error and uncertainty. Improved stormwater quality models will have wide ranging benefits for combined sewer overflow management, total maximum daily load development, best management practice design, land use change impact assessment, water quality trading, and integrated modeling.     

STOCHASTIC WATER QUALITY ANALYSIS USING RELIABILITY METHOD1

ABSTRACT: This study developed a QUAL2E‐Reliability Analysis (QUAL2E‐RA) model for the stochastic water quality analysis of the downstream reach of the main Han River in Korea. The proposed model is based on the QUAL2E model and incorporates the Advanced First‐Order Second‐Moment (AFOSM) and Mean‐Value First‐Order Second‐Moment (MFOSM) methods. After the hydraulic characteristics from standard step method are identified, the optimal reaction coefficients are then estimated using the Broyden‐Fletcher‐Goldfarb‐Shanno (BFGS) method. Considering variations in river discharges, pollutant loads from tributaries, and reaction coefficients, the violation probabilities of existing water quality standards at several locations in the river were computed from the AFOSM and MFOSM methods, and the results were compared with those from the Monte Carlo method. The statistics of the three uncertainty analysis methods show that the outputs from the AFOSM and MFOSM methods are similar to those from the Monte Carlo method. From a practical model selection perspective, the MFOSM method is more attractive in terms of its computational simplicity and execution time.     

深度氧化技术处理有机废水的研究进展

利用深度氧化技术处理有机废水是目前国内外废水处理的新技术,在美国和欧洲等发达国家,该技术已应用于各种废水和饮用水处理过程。针对我国石油、石化企业在外排废水中所含有毒有害有机物质大多难以降解的特点,经过调研,详细介绍了深度氧化技术处理有机废水的研究进展,并着重探讨了在光催化氧化技术、超声降解技术、超临界水氧化技术、湿式氧化技术等方面所做的工作及深度氧化过程除去水中有机污染物的原理。