四川望佳人工湿地系统生活污水净化效果

取样监测分析了望佳人工湿地系统各组成单元对COD、TN、NH3-N、TP和SS的去除效果。在水力负荷为0.18 m3/m·d、温度为8~19℃、p H为6~8的条件下,分析结果表明,各单元COD、TN、NH3-N、TP和SS的系统去除率满足:人工快渗池>厌氧调节池>1号表流湿地>潜流湿地>氧化塘>2号表流湿地>1号水平潜流湿地>2号水平潜流湿地,其中人工快渗池单元的系统去除率平均值分别为21.21%、22.74%、22.49%、25.58%和30.85%。监测期间COD、TN、NH3-N、TP和SS的总去除率平均值分别为89.41%、90.27%、89.89%、89.89%和92.28%,系统出水达《城镇污水处理厂污染物排放标准》GB18918-2002一级标准的B标准。监测表明,该湿地设计偏于保守,还可以优化设计单元以减少建设和运行成本。     

DNAPL distribution in the source zone: effect of soil structure and uncertainty reduction with increased sampling density

This paper focuses on parameters describing the distribution of dense nonaqueous phase liquid (DNAPL) contaminants and investigates the variability of these parameters that results from soil heterogeneity. In addition, it quantifies the uncertainty reduction that can be achieved with increased density of soil sampling. Numerical simulations of DNAPL releases were performed using stochastic realizations of hydraulic conductivity fields generated with the same geostatistical parameters and conditioning data at two sampling densities, thus generating two simulation ensembles of low and high density (three-fold increase) of soil sampling. The results showed that DNAPL plumes in aquifers identical in a statistical sense exhibit qualitatively different patterns, ranging from compact to finger-like. The corresponding quantitative differences were expressed by defining several alternative measures that describe the DNAPL plume and computing these measures for each simulation of the two ensembles. The uncertainty in the plume features under study was affected to different degrees by the variability of the soil, with coefficients of variation ranging from about 20% to 90%, for the low-density sampling. Meanwhile, the increased soil sampling frequency resulted in reductions of uncertainty varying from 7% to 69%, for low- and high-uncertainty variables, respectively. In view of the varying uncertainty in the characteristics of a DNAPL plume, remedial designs that require estimates of the less uncertain features of the plume may be preferred over others that need a more detailed characterization of the source zone architecture.     

Seeking calm water: Exploring policy options for India's water future

This paper seeks to identify some promising policy options which could be part of a strategic and holistic effort to address India's future water challenges. Significant increases in agricultural water productivity would be a major factor in reducing the need for developing new water sources. Crop diversification, appropriately targeted to account for the present agricultural systems and available water resources, will increase productivity. Furthermore, much more emphasis needs to be placed on effective management of the groundwater resources through renewed efforts to enhance artificial recharge and conservation. Also, efforts should be revived to improve the existing surface irrigation systems. In particular, systems could be reconfigured to provide a more reliable water supply and allow effective community level management, where appropriate. Finally, while some of the increasing demands from domestic and industrial users will be met by the development of groundwater and reallocation of water from the agricultural sector, this will not be sufficient. Given that such conditions are emerging in states with high economic growth and relatively water scarce basins, this will require the further development of water resources. In some cases, these conditions along with the demand for reliable water for high value crops, will be part of the justification for inter‐basin transfers.     

尾矿坝浸润线数据挖掘预测模型的样本选取研究

本文分别应用时间序列功能模型和回归模型,在原始数据的基础上建立样本,并运用支持向量回归机算法对样本进行训练,得出了尾矿坝浸润线埋深预测模型并进行了实例应用。研究证明,运用时间序列模型选取训练样本能够得出更为精确的预测结果。     

河流-地下水渗流系统对城市污水的净化作用及机理

通过野外试验与理论分析，研究了河流－地下水渗流系统对城市污水的净化作用及机理，结果表明：河流－地下水渗流系统对城市污水的COD，重金属，氮等具有很好的净化作用，对COD的去除主要是好氧微生物降解，其次为厌氧微生物降解，重金属与挥发酚主要是土壤吸附作用，而氮的去除是好氧环境中的硝化作用与厌氧环境中的反硝化作用的联合作用的结果，其中硝化作用是氮净化效率的限制因子。     

一种基于MMS的改进降水径流模型在中国西北地区黑河上游流域的应用

以黑河流域上游为研究对象,通过对山区自然产水区的产汇流机理的研究,基于分布式水文模型集成环境的开发思想,利用MMS(modular modeling system)模型库中与降水径流相关的模块,通过综合各种产流(包括超渗、蓄满产流)机理、并且根据寒区产汇流的特点对USGS开发的流域PRMS(precipitation-runoff models)模型进行了改进,增加了土壤水运动中降雨入渗补给的多层土壤滞后效应模块以及积雪融雪和冻土面积识别模型,建立了适合于寒区流域的分布式PRMS模型。利用该模型对黑河上游出山径流过程进行了模拟与预报,模型研究结果表明:利用MMS建立的黑河上游改进的PRMS模型不仅完全可以模拟和预测黑河上游的产汇流过程,在考虑了冻土的情况下,预测年出山径流量误差小于2.7%;而且模型可以对黑河上游径流组成成分进行分析计算,对黑河上游产汇流机理做进一步阐明。利用改进的PRMS模型,预测分析了黑河上游未来气候和土地覆盖变化情景下流域出山径流变化的趋势,为黑河流域水资源合理利用和管理提供科学依据。     

强化污水人工土快滤处理系统除氮效果的研究

传统的人工土处理系统对污水中氮的去除率较低,改进后的污水人工土处理系统由珍珠岩人工土硝化柱和原人工土反硝化柱构成。试验结果表明,硝化柱有较好的通气条件,对NH⁺₄－N的转化去除率为84％～98％;反硝化柱中碳氮比（BOD₅/NO^－_x－N）以3.0左右、水力停留时间为6h左右较适宜。原人工土快滤系统经强化处理后,对污水中氮的去除率有较大幅度的提高,全N去除率由45％提高到91％～96％,出水水质全N和NH⁺₄－N含量小于5mg/L,NO^－_x－N［（NO^－₃＋NO^－₂－N的含量远小于10mg/L。     

The effects of drainage basin geomorphometry on minimum low flow discharge: the study of small watershed in Kelang River Valley in Peninsular Malaysia

This study investigate the relationships between genomorphometric properties and the minimum low flow dischare of undisturbed drainage basins in the Taman BukitCahaya Seri Alam Forest Reserve,Peninsular Malaysia.The drainage basins selected were third-order basins so as to facilitate a common base for sampling and performing an unbiased statistical analyses.Three levels of relationships were observed in the study.Significant relationships exised between the genomorphometric properties as shown by the correlation network analysis;secondly,individual geomorphometric properties were observed to influence minimum flow discharge;and finally,the multiple regression model set up showed that minimum flow discharge(Qnub)was dependent of basin area(AU),stream length(LS),maximum relief(Hmax),average relief (HAV) and stream frequency(SF).These findings further enforced other studies of this nature that drainage basins were dynamic and functional entities whose operations were governed by complex interrelationships occurring within the basins.Changes to any of the geomorphometric properties would influence their role as basin regulators thus influencing a change in basin response.In the case of the basin‘s minimum low flow,a change in any of the properties considered in the regression model influenced the “time to peak”of flow.A shorter time period would mean higher discharge,which is generally considered the prerquisite to flooding.This research also conclude that the role of geomorphometric properties to control the water supply within the stream through out the year even though during the drought and less precipitations months .Drainage basins are sensitive entities and any deterioratons involve will generate reciprocals and response to water supply as well as the habitat within the areas.     

长江经济带典型流域重化产业环境风险及对策

长江经济带工业企业密集,环境风险点多,产业结构和布局不合理造成累积性、叠加性和潜在性的生态环境问题突出,制约了其持续健康发展.根据自然资源、社会经济和产业发展特征,选择3个典型流域（区域）（即重化产业最密集、人口最密集,重化产业布局性矛盾最突出的长江湖口以下干流区域;重大调水工程下游减水河段与涉水产业重点发展的汉江流域;生态系统脆弱的喀斯特地貌区与磷矿资源开发强度高的乌江流域）进行分析,并识别流域重化产业发展可能带来的环境风险问题及其演变趋势.基于保障“清洁长江”与“安全长江”建设的总体目标,按照“守底线、优格局、提质量、保安全”的调控思路,提出长江经济带典型流域重化产业绿色发展的优化调控对策和差别化生态环境保护与环境风险防控建议,为推动长江经济带的实施精准治理提供支撑,主要包括:①长江湖口以下干流区域以保障人居环境安全为目标,以各类工业园区为抓手优化布局,提升区域环境风险防控能力建设,研究制定长江沿岸地区持久性有机污染物控制对策;②汉江流域以流域环境承载力为硬约束,从国家产业政策战略高度调整汉江中下游的产业发展战略,严格控制高耗水和水污染产业的持续发展;③乌江流域以保障下游库区水质为目标,严控喀斯特地貌区域新增磷化工产能,研究喀斯特地貌区实施磷化工产业废水特别排放限值.      

剑川县垃圾填埋场渗滤液处理站处理规模计算方法分析

通过归纳剑川县生活垃圾填埋场渗滤液的产生途径,研究渗滤液产生量的计算方法和变化规律。以入渗系数法为基础,逐年分析计算不同填埋区域产生的渗滤液量。结合剑川垃圾填埋场现有渗滤液调节设施,采用水量平衡法校核处理规模的合理性。