基于景观指数聚类的粤北典型区景观生态区划

通过选取不同层次的景观指数,对粤北典型区域的景观生态子区进行分区研究,探讨了景观指数在景观生态区划方面的应用,为景观生态区划提供了一种新的思路和方法。采用2009年广东省南雄市DOM数字正射影像为数据源,应用ENVI 4.3和ARCGIS 9.3对遥感影像进行解译和分类,把研究区景观类型分为耕地、林地、疏林地、城镇建设用地、水体、未利用地6大类;根据镇级行政界线把研究区分为18个景观生态子区;选取不同层次的景观指数,应用Fragstats 3.3计算研究区的景观指数;以经过筛选后的景观指数为变量因子,18个景观生态子区为聚类对象,在SPSS 17.0中选择Q型聚类欧式距离平方法进行聚类分析,在聚类图谱中选择水平距离7.5为标准线,对景观子区进行分类,把18个景观生态子区分为4个区域。聚类结果显示,各分区内子区的景观结构特征高度一致。把景观指数应用到景观生态区划,通过聚类分析,分区结果能够较好的反映景观生态结构的显著特征与空间分异状况。     

黄河口潮间带表层沉积物重金属和营养元素的分布特征

于2010年5月采集了5个断面的黄河口潮间带高、中和低潮滩的表层沉积物样品,对沉积物的理化性质、重金属和营养元素的空间分布特征进行了研究,并采用单因子污染指数法和综合潜在生态风险指数法,参考加拿大安大略省环境和能源部关于沉积物质量指南,对黄河口潮间带沉积物质量进行了评价。结果表明,除Cu和Pb外,其它重金属和营养元素质量分数均表现为河口北侧高于南侧;除Hg外,高、中和低潮滩的表层沉积物重金属和营养元素质量分数无显著差异,没有表现出成熟潮滩明显的垂岸分带特征。Pb质量分数高于渤海表层沉积物的高值,是该区域的首要污染因子;Hg在河口北侧近河口的两个站位低潮滩质量分数达到海洋沉积物质量一类标准的1.7和1.8倍,存在一定的潜在生态风险;TN和TOC质量分数范围在安全级别,TP质量分数在20%的站位超过最低安全级别,存在一定的安全风险。与国内其它潮滩相比,黄河口潮间带重金属Zn、Cd、Hg和As的质量分数处于较低水平,Cu和Pb质量分数处于中等水平,TOC和TP质量分数与长江口潮间带相当,TN质量分数较低。研究结果将为黄河三角洲地区生态保护、环境管理和污染治理提供基础数据。     

Simple model of sludge thickening process in secondary settlers

In wastewater treatment plants (WWTPs), a secondary settler acts as a clarifier, sludge thickener, and sludge storage tank during peak flows and therefore plays an important role in the performance of the activated sludge process. Sludge thickening occurs in the lower portions of secondary clarifiers during their operation. In this study, by detecting the hindered zone from the complete thickening process of activated sludge, a simple model for the sludge thickening velocity, u _s = aX ^b (a = 0.9925SSVI _3.5, b = 3.541ln(SSVI _3.5)+12.973), describing the potential and performance of activated sludge thickening in the hindered zone was developed. However, sludge thickening in the compression zone was not studied because sludge in the compression zone showed limited thickening. This empirical model was developed using batch settling data obtained from four WWTPs and validated using measured data from a fifth WWTP to better study sludge thickening. To explore different sludge settling and thickening mechanisms, the curves of sludge thickening and sludge settling were compared. Finally, it was found that several factors including temperature, stirring, initial depth, and polymer conditioning can lead to highly concentrated return sludge and biomass in a biologic reactor.     

河流型饮用水水源保护区划分技术方法研究--以淮河淮南段某水厂为例

划定饮用水水源地保护区是保护环境、确保供水质量的有效手段。通过对国内外饮用水水源保护区划分方法的研究进程分析,以HJ/T 338—2007《饮用水水源保护区划分技术规范》为依据,通过实例研究河流型水源保护区划分技术方法。     

Modeling Parent and Metabolite Fate and Transport in Subsurface Drained Fields With Directly Connected Macropores1

Abstract: Few studies exist that evaluate or apply pesticide transport models based on measured parent and metabolite concentrations in fields with subsurface drainage. Furthermore, recent research suggests pesticide transport through exceedingly efficient direct connections, which occur when macropores are hydrologically connected to subsurface drains, but this connectivity has been simulated at only one field site in Allen County, Indiana. This research evaluates the Root Zone Water Quality Model (RZWQM) in simulating the transport of a parent compound and its metabolite at two subsurface drained field sites. Previous research used one of the field sites to test the original modification of the RZWQM to simulate directly connected macropores for bromide and the parent compound, but not for the metabolite. This research will evaluate RZWQM for parent/metabolite transformation and transport at this first field site, along with evaluating the model at an additional field site to evaluate whether the parameters for direct connectivity are transferable and whether model performance is consistent for the two field sites with unique soil, hydrologic, and environmental conditions. Isoxaflutole, the active ingredient in BALANCE^® herbicide, was applied to both fields. Isoxaflutole rapidly degrades into a metabolite (RPA 202248). This research used calibrated RZWQM models for each field based on observed subsurface drain flow and/or edge of field conservative tracer concentrations in subsurface flow. The calibrated models for both field sites required a portion (approximately 2% but this fraction may require calibration) of the available water and chemical in macropore flow to be routed directly into the subsurface drains to simulate peak concentrations in edge of field subsurface drain flow shortly after chemical applications. Confirming the results from the first field site, the existing modification for directly connected macropores continually failed to predict pesticide concentrations on the recession limbs of drainage hydrographs, suggesting that the current strategy only partially accounts for direct connectivity. Thirty‐year distributions of annual mass (drainage) loss of parent and metabolite in terms of percent of isoxaflutole applied suggested annual simulated percent losses of parent and metabolite (3.04 and 1.31%) no greater in drainage than losses in runoff on nondrained fields as reported in the literature.     

关于在长江经济带布局以水质改善为目标的流域生态缓冲体系的思考

生态缓冲带能够有效减缓流域内的人类活动或自然过程对水环境和水生态系统的影响.在长江经济带构建流域生态缓冲体系,对长江生态保护修复具有十分重要的意义.讨论了构建流域生态缓冲体系涉及的生态缓冲带位置选择、缓冲体系所占最低面积比率、宽度划定等一些基本的原则要求;利用卫星遥感影像数据,提取各汇水单元的地形特征、土地利用类型特征、土壤类型、土壤侵蚀强度、水文水系等数据,对长江经济带流域生态缓冲体系进行布局.结果表明:①长江经济带内林草地是主要土地利用类型,占区域总面积的62. 46%,但是分布很不均匀,主要集中在西部高地和中下游的丘陵地带,在人口密集、农田密集的区域分布偏少;城镇用地主要集中在长江中下游地区.②土壤类型空间差异显著,浙江省、江苏省、湖南省、江西省及安徽省大部分区域的土壤多是黏性比较大,污染物迁移能力较低;而污染物迁移能力较强的砂质土或者土层较薄的山地草甸土主要分布在四川省北部、西北部.水力侵蚀、风力侵蚀和冻融侵蚀均有分布,且以水力侵蚀为主,建议在中度及以上侵蚀强度区域尽量减少污染源,重点布置缓冲带,增加该区域的缓冲力度.③长江经济带范围内可以利用的中小型湿地、小型河流支浜的面积至...     

煤层瓦斯压力测定的合理封孔注浆压力研究

煤层瓦斯压力测定是煤矿安全生产基础参数测定的重要内容之一,测压成功的关键是封孔技术。当围岩裂隙较发育时需要采用压力注浆封孔,注浆压力就成为封孔的技术关键。为了确定一定围岩岩性条件下的合理封孔注浆压力,采用数值模拟的方法对测压钻孔塑性区大小进行了仿真模拟,并根据浆液渗流规律和钻孔围岩性质之间的关系建立了浆液流动数学模型,得出了合理的注浆压力为4MPa,结合新型“两堵一注”囊袋式封孔装置与CPD8M型煤层瓦斯压力自动测定仪进行了现场应用,结果表明4MPa的注浆压力满足平煤十三矿试验现场围岩条件下的封孔要求,对同类条件下瓦斯压力测定具有一定的指导意义。     

基于GIS的厦门市沿海岸线景观生态规划

根据景观生态学的基本原理和方法,运用GIS技术与因子加权叠加法,对厦门市沿海岸线进行了多目标的景观生态适宜性分析,并依据城市发展规划对沿海岸线及近岸海域的发展要求,提出厦门市沿海岸线及近岸海域的景观生态规划方案。该方案为促进厦门市经济发展和生态环境保护,创建“海湾型生态城市”提供了科学依据,并对我国城市沿海岸线的生态规划具有一定的参考意义。     

上海市污水治理二期工程扩散器的改进设计

首先对污水海洋处置工程进行了简单介绍 ,根据国内外污水海洋处置工程的设计经验 ,论述了污水海洋处置工程扩散器设计的一般准则 ;结合上海市污水治理二期工程白龙港排放口水较浅的特点 ,为了提高污水近区稀释度 ,根据物理模型试验 ,对扩散器的设计进行了改进 ,可为国内较浅水域污水海洋处置工程扩散器的设计提供参考     

星云湖湖滨带生态建设与水生植被恢复

近年来由于人为活动的影响,星云湖的生态结构遭到了严重破坏,这是导致其污染自净能力下降,从而加速水质恶化的主要内在因素.在2000年3月湖泊水生生态演替调查及其原因分析的基础上,根据湖泊生态学的原理,提出了星云湖湖滨带生态建设与水生植被恢复的建设途径.