基于物元分析的表层岩溶带“二元”水生态承载力评价

针对目前水生态承载力评价中信息屏蔽和主观性问题,该文以喀斯特典型分布区贵州省为例,在阐述表层岩溶带"二元"水生态承载力概念的基础上,构建表层岩溶带"二元"水生态承载力评价指标体系,结合物元分析法,对贵州省2007—2010年的表层岩溶带"二元"水生态承载力进行定量评价.研究结果表明:2007—2010年贵州省表层岩溶带"二元"水生态承载力等级都为"可承载",整体呈现出比较稳定的发展趋势,但是"可承载"水平并不稳定,不完全符合No2的标准."可承载"水平不稳定.贵州省表层岩溶带"二元"水生态承载力的主要提升因子是地表产流率、输沙模数、森林覆盖率、水资源利用率等8个,而单位面积地表水资源量、生态用水率、工业废水排放达标率、工业固体废物综合利用率以及城镇化率等9个成为制约贵州省表层岩溶带"二元"水生态承载力等级提升的因子.贵州省的表层岩溶带"二元"水生态承载力不仅关系到自身的社会、经济和生态安全也关系到下游的长江流域和珠江流域的水资源安全、生态安全以及环境建设.因此,应制定区域生态补偿措施,经济发达地区反哺经济落后地区,形成联动的共同保护生态环境脆弱区的水生态承载力的机制.为促进贵州省的水土资源开发利用和生态环境建设提供理论借鉴,并为类似地区的水生态承载力评价提供了一种新方法.     

资源环境承载力在保税区规划环境影响评估中的应用研究

保税区建设是中国沿海地区经济发展的重要载体,其对资源环境的影响主要来源于产业结构和内部布局,资源环境承载力的分析有助于保税区建设时经济发展方式的优化。本文以珠海保税区规划环境影响评价为研究实例,根据保税区的自身特点提出了资源环境承载力的评价思路和指标,并通过承载力计算对保税区规划的合理性进行了分析,提出规划应考虑土地空间整理、提高土地利用效率,提高工业用水重复利用率等策略。     

基于CALPUFF模型的漳州市大气环境容量研究

研究表明：CALPUFF模式是运用于广域的大气扩散模型,在区域范围较大的复杂地形条件下的应用具有突出的优势.利用CALPUFF大气扩散模型模拟漳州市2009年气象场和污染物浓度场,采用监测值对模拟结果进行验证表明模型的适用性;基于现状污染源,建立大气污染物传递系数矩阵,结合线性优化法测算了不同环境空气质量标准下漳州市大气环境容量.     

松花江(黑龙江省段)流域水环境承载力指标体系构建研究

针对流域水环境承载力指标体系亟待解决的问题,介绍了流域水环境承载力指标体系构建进展与存在的问题,提出了流域水环境承载力指标体系构建的改进措施,对松花江流域水环境承载力指标体系构建,提出了改进指标体系的构建原则、构建程序,分析影响因素,提出流域水环境承载力内涵,从水资源量、水资源消耗量、水资源质量影响三方面出发选取了指标,构建了松花江流域水环境承载力的三层递阶层次结构的指标体系,为评价与预测该流域水环境承载力奠定理论基础。     

基于生态系统供给及净化服务功能的贵州省水生态占用研究

针对传统及现有水生态足迹理论及其模型存在的缺陷与不足,本文提出了基于生态系统供给及净化服务功能的贵州省水生态占用概念与模型,将其划分为生物生产和非生物生产的水生态占用两部分,建立水产品、水资源、水环境3类账户,并在此基础上以2000—2014年的贵州省为例进行计算分析,结果表明:(1)水产品账户中,贵州省水产品消费的水生态占用总体呈上升趋势,水生态承载力波动变化较小,水产品消费呈生态赤字状态,且其生态压力较大;(2)水资源账户中,贵州省淡水资源的水生态占用整体呈逐渐上升趋势,水生态承载力则呈明显波动的趋势,且变化幅度较大,淡水资源消费处于生态盈余状态,且其与水生态承载力的变化态势一致,淡水资源消费的生态压力较小;(3)水环境账户中,水环境生态压力主要来源于氮污染,2000—2010年消纳污染的水生态占用变化不大,2011—2014年波动较大,历年生活水污染账户值均大于工业,今后要注重加强生活水污染防治,消纳污染的水生态承载力呈波动变化的趋势,水环境处于生态赤字状态,且其生态压力较高;(4)与现有生态足迹模型的比较分析可知:该模型核算更为全面;不考虑均衡因子,并以最大水生态压力指数来评价区域水生态系统所承受的压力状态具有合理性,更能准确反映贵州水生态的实际情况和水生态文明建设的需要.     

选择性吸附法处理含表面活性剂和多环芳烃的土壤淋洗液研究

比较研究了H103树脂、活性炭、沸石、硅藻土和膨润土等5种吸附剂对土壤淋洗液中TX-100与PAHs的吸附性能.批实验结果表明,H103树脂、活性炭、沸石、硅藻土和膨润土吸附后,淋洗液中T-PAHs及TX-100浓度分别为0.03和0 mg·L~(-1)、0.16和3623 mg·L~(-1)、15.21和6175 mg·L~(-1)、15.98和6555 mg·L~(-1)、9.49和4332 mg·L~(-1),选择性吸附系数排序依次为活性炭膨润土沸石硅藻土H103树脂.其中,活性炭能够去除淋洗液中99%的PAHs,同时保留51.33%的TX-100回收再利用,选择吸附系数达到109.5.活性炭固定床实验中,由淋洗液溶质的穿透曲线计算出物质的吸附容量.当空隙体积为2.5-7PV时,活性炭能够去除淋洗液中72%的PAHs,同时保留81%的TX-100,平均选择吸附系数为10.08.由此可见,活性炭固定床可有效处理含表面活性剂土壤淋洗液中的多环芳烃,同时实现表面活性剂的回收再利用.     

水热法制备玉米叶基生物炭对亚甲基蓝的吸附性能研究

以农业废弃物玉米叶和玉米秆为原材料,采用水热法制备生物炭,通过批试验方法考察了接触时间、污染物初始浓度、生物炭投加量、反应体系温度及溶液p H值等因素对2种生物炭吸附亚甲基蓝的影响,并对吸附规律进行了探讨.吸附动力学拟合结果发现,准二级动力学能更好地拟合吸附过程(R~2=0.9986~0.9999);颗粒内扩散方程拟合结果表明,2种生物炭对亚甲基蓝的吸附由液膜扩散和颗粒内扩散2个过程控制.玉米叶基生物炭对亚甲基蓝的吸附可以通过Freundlich方程来进行拟合(R~2=0.9898),说明吸附在生物炭表面是多分子层吸附过程;而玉米杆基生物炭对亚甲基蓝的吸附更符合Langmuir方程(R~2=0.9825),说明吸附在生物炭表面是单分子层吸附过程.与玉米杆基生物炭相比,玉米叶基生物炭具有更好的吸附性能,拟合理论最大吸附量为玉米杆基生物炭的1.25倍.     

Adaptation Bridges and Barriers in Water Planning and Management: Insight from Recent Extreme Droughts in Arizona and Georgia1

Abstract: It is critical to understand the ability of water management to prepare for and respond to the likely increasing duration, frequency, and intensity of droughts brought about by climate variability and change. This article evaluates this ability, or adaptive capacity, within large urban community water systems (CWSs) in Arizona and Georgia. It analyzes interview data on the bridges and barriers to adapting water management approaches in relation to extreme droughts over the past decade. This study not only finds levers for building adaptive capacity that are unique to each state but also identifies several unifying themes that cut across both cases. The interviews also show that a particular bridge or barrier, such as state regulation, is not universally beneficial or detrimental for building adaptive capacity within each state. Such knowledge is useful for improving water and drought management and for understanding how CWSs might prepare for future climate variability and change by removing the barriers and bolstering the bridges in efforts to build adaptive capacity.     

Diffusion mechanism of lindane into wood charcoal

Abstract

The wood charcoal treated by 1N HNO₃ (WCT) was used to remove toxic chlorinated pesticide lindane (y‐HCH) residue from water by the sorption process. Using a simple first order reversible kinetics constants and half time equations, the film and pore diffusion coefficients were determined. Film diffusion was found to be rate limiting step in sorbing lindane by WCT. This was further authenticated by kinetics studies at different initial sorbate concentrations, different sorbent sizes, and different agitation speeds besides interruption test. A pore diffusion model was used to fit the data of kinetics in continuously mixed batch reactors (CMBR), and the tortuosity, external resistance, and surface diffusion effects on lindane sorption by WCT were noticed. The tortuosity values of 15 to 28 were obtained for WCT‐lindane system.     

The Declining Influence of Science On Marine Environmental Policy

Abstract

Differences between the scientific and environmental policy communities regarding marine environmental protection strategies are discussed in the context of the nature and extent of scientific influence on marine environmental policy. Public perceptions of the nature and severity of marine pollution frequently differ from scientific assessments. the thesis of this paper is that the increasing influence of public perception on marine environmental protection policy is leading to the adoption of simplistic and unnecessarily extreme approaches to marine pollution prevention and to a reduced reliance on science. This trend is illustrated by some recent international developments and some suggestions are made towards enhancing the influence of science on marine protection policy.