城市建设对城镇河流水质的影响

随着我国经济的高速发展,城市建设使人们的生活水平迅速提高,但也给生态环境带来很大的破坏。本文主要论述了城市化给河流水带来的污染和危害,以长春市伊通河为例,分析了市区段河流水质形成的主要因素,并且为城市化的河流生态环境提供合理的建议。     

Modeling and management of pit lake water chemistry 2: Case studies

Pit lakes, a common product of open pit mining techniques, may become long-term, post-mining environmental risks or long-term, post-mining water resources depending upon management decisions. This study reviews two published pit lake modeling studies and one pit lake monitoring program in order to increase the transparency of approaches used in pit lake prediction and management. The first model is a two-year limnological simulation of the existing Dexter pit lake, Nevada, USA that accurately modeled temperature profiles, salinity profiles, and turnover events observed between 1999 and 2000. The second model is a 55-year prediction of a future pit lake in the Martha Mine, New Zealand that identified the need for additional mitigation and evaluated potential effects of cost-effective mitigation options. The final study reviews eight years of monitoring data collected from the Berkeley pit lake, Montana, USA, from 2004 to 2012. This study identifies changes in the physical limnology and water quality of the pit lake that resulted from metal recovery operations, and highlights the value of monitoring programs in general. Whereas these pit lakes are different in many ways, the management tools discussed herein maximized the value and understanding of the post-mining resources.     

城市湖泊生态环境需水量计算——以北京市六海为例

城市湖泊生态环境需水量包括:城市湖泊蒸发需水量、城市湖泊自身存在的需水量、生物栖息地的需水量、城市湖泊净化需水量、湖泊渗漏需水量、景观、娱乐需水量。需水量计算在遵循生态优先原则、兼容性原则、最大值原则和等级制原则的基础上,还应充分考虑时间性原则。计算了北京市六海各季节(冬季除外)生态环境需水量,结果表明:北京六海春、夏、秋及全年的最小生态环境需水量分别为:296.82、643.94、474.59和1415.35万m3,其中净化需水量分别占35 87%、71 23%、70 08%和63 42%。根据研究和计算结果,对改善六海生态环境提出了建议。     

城市暴雨内涝数学模型的研究与应用

以城市地表与明渠、河道水流运动为主要模拟对象,研制了模拟城市暴雨内涝积水的数学模型。模型以平面二维非恒定流的基本方程和无结构不规则网格划分技术为骨架,同时,针对小于离散网格尺度的河道或明渠,应用了一维非恒定流方程的算法。采用分类简化处理的方法,将通道分为河道型、路面型、特殊通道型(城市内的二级河道),根据不同类型简化动量方程,求任意网格各个通道上的单宽流量。采用一维非恒定流方程模拟地下排水管网内的水流,并给出泵站、闸门、淹没出流管道等排水系统的处理方法。根据无结构不规则网格的设计思路,按照天津、南京、南昌三市的地形地貌特征分别设计多边形的计算网格。介绍了城市面雨量的计算方法以及数学模型在天津市、南京市、南昌市的应用情况和误差分析。     

城市地下空间资源探测方法研究及应用

地下空间资源探测是科学合理开发利用地下空间资源的基本前提,国内各大城市相继开展了地下空间资源调查评价工作,但对地下空间资源探测方法尚未开展系统梳理。在北京城市地下空间资源调查评价工作的基础上,对地下空间资源开发利用2个阶段,即建成区和待建区地下空间资源探测对象和探测方法分别做了阐述,指出建成区的探测对象是已开发利用的地下空间资源,可以采用遥感技术解译建筑物高度,利用建筑物竖向影响深度推算已利用开发地下空间,利用物探手段(电法、磁法、重力、地震)较精确地圈定已开发利用空间;对于待建区,调查对象主要是影响地下空间资源开发利用的地质条件,可以通过相应的地质工作开展调查。最后列举了应用实例,以期为城市地下空间资源探测工作起到借鉴作用。     

城市三维地质数据组织与管理方法研究

城市三维地质数据的组织与管理是城市三维地质信息系统建设所面临的首要难题。通过对城市地质调查成果数据和城市三维地质信息系统用户需求的分析,将城市三维地质数据抽象、概括为“两个层次、四大类别”。“两个层次”是指城市三维地质数据包括原始数据和解释成果数据这两个层次;“四大类别”则是将城市三维地质数据分为地理空间数据、原始勘察数据、专业解释数据和三维地质建模数据等四个大类,其中地理空间数据和原始勘察数据属于“原始数据”这一层次,专业解释数据和三维地质建模数据属于“解释成果数据”这一层次。论文还按照地质数据所涉及的专业标准,将城市三维地质数据划分为多个专业库,这可满足不同专业的工程人员的应用需求。根据三维地质建模的要求,特别提取出经特殊解释后的三维建模数据,以实现对地质数据的三维可视化显示与分析。这种数据组织与管理方案已经成功的应用于北京、上海等城市的三维地质数据管理和服务系统之中。     

城市饮用水源地水环境健康风险评价及风险管理

环境健康风险评价是环境科学的一个新兴研究领域,在简要介绍水环境健康风险评价基本方法的基础上,建立了健康风险评价模式,并根据深圳市主要饮用水源地水质监测资料,进行分析与评价。研究结果表明:(1)深圳市7个主要水库由基因毒物质所产生的健康风险的数量级为1 0-5~1 0-4,而由躯体毒物质所产生的健康风险的数量级为1 0-11~1 0-10,因此,基因毒物质为优先控制污染物;(2)对于Cr、As、Cd这三种基因毒物质,这7个水库的优先控制污染物是Cr;(3)对于躯体毒物质,所有水库的优先控制污染物是氨;(4)饮用水源各类污染物所致健康危害的个人年总风险小于国际辐射防护委员会(ICRP)推荐的最大可接受值,但超过瑞典环保局、荷兰建设和环境部推荐的最大可接受水平。目前环境健康风险评价还没有包括在常规环境评价工作中,建议在今后的评价工作中应该逐步开展这方面的工作,以提高供水安全。     

Government and urban management in the 20th century: policies,contradictions, and weaknesses of the New Right

Throughout the 20th century, government in the U.S. has gone through significant changes; initially responding to the disorder of early capitalism, and later, to the economic crisis of the 1970s. This article will explore the changes in the U.S. political landscape over the last century, as well as the recent rise of neo-liberalism. In addition, with the analysis of the model laissez-faire municipal government, the City of Houston, the article will illustrate how the basic weaknesses of neoliberalism at the national level are also evident at the local scale of government.

The historical context of water quality management for the Delaware estuary

The Delaware Estuary, bounded by the states of Delaware, New Jersey and Pennsylvania, is located in one of the most complex urban-industrial regions in the United States. Water pollution of the estuary was observable over two centuries ago and progressively worsened until after World War II. Four distinct governmental responses to the pollution have led to the vastly improved water quality of today. A fifth-generation response, now being initiated, is oriented toward remaining problems, including toxic contamination of the water column, bottom materials and aquatic life. Changes in water quality and the institutional responses to pollution are traced to demonstrate the evolutionary process of water pollution control.     

Analysis of groundwater quality using water quality index and conventional graphical methods: the Volta region,Ghana

Conventional graphical and statistical methods were used with water quality indices to characterize the hydrochemistry of groundwater from the northern part of the Volta region of Ghana. The objective was to determine the processes that affect the hydrochemistry and the variation of these processes in space among the three main geological terrains: the Buem formation, Voltaian System and the Togo series that underlie the area, and to determine the suitability of groundwater from the area for drinking purposes. The Q-mode cluster analysis reveals three main water groups. The groups established from the Q-mode HCA appear to indicate different degrees of weathering which could further indicate varying levels of fracturing aquifer hydraulic properties. R-mode HCA and factor analysis (using varimax rotation and Kaiser Criterion) were then applied to determine the significant sources of variation in the hydrochemistry. This study finds that groundwater hydrochemistry in the area is controlled by the weathering of silicate and carbonate minerals, as well as the chemistry of infiltrating precipitation. Mineral activity diagrams for the CaO–Na₂O–Al₂O₃–SiO₂–H₂O and CaO–MgO–Al₂O₃–SiO₂–H₂O systems plotted for the area indicate stability in the smectite field and attribute hydrochemistry to the weathering of silicate minerals. Silicate mineral weathering and the effects of precipitation appear to be pervasive among all the three main geological terrains, whereas carbonate weathering is localized among the Voltaian aquifers. Cation exchange does not appear to play a significant role in the hydrochemistry but mild Water quality indices (WQI) were calculated for the samples using the concentrations of Na⁺, Ca²⁺, Mg²⁺, Cl⁻, NO₃ ⁻, F⁻, and EC at the various sample locations. The WQI values indicate that groundwater from the study area is of excellent quality for drinking purposes. WQI values from groundwater samples are averagely higher than samples taken from surface water sources in the area. This implies that geology has had an impact on the WQI of groundwater in the area.     

Waste water management and water quality of river Yamuna in the megacity of Delhi

The present study aims at assessing water quality of river Yamuna in one of the world’s most polluted and populated megacities, Delhi. Conductivity, salinity and sodium content were within the permissible categories. Chloride concentration exceeded acceptable levels of drinking water guidelines. Water quality was poor at all locations with respect to heavy metal contamination, especially along the lower section of the Delhi stretch. Heavy metal concentrations were manifold higher than the acceptable limits of drinking water according to the BIS guidelines and reached ~29, 4.9, 10, 31, 27, 83, 7.3 and 27 times higher, respectively, for metals aluminum, copper, chromium, cadmium, iron, lead, manganese and nickel. The Najafgarh and the Shahdara drains are major point sources. Low oxidation–reduction potential reflected high organic loads and traces of eutrophication together with significant levels of nitrate and total phosphate. Discharges from agriculture, sewage and power plants could be important sources of high metal concentration. This calls for urgent measures to be taken for prevention of metal contamination in the river, through both, technology as well as implementation of regulations in order to sustain huge populations in megacities like Delhi. Waste water treatment from point sources needs tremendous improvement on the city. Treatment of the entire waste generated up to the tertiary level is required for minimizing dissolved solids, especially toxic metals, and rendering reuse in agriculture suitable. Treatment plants need proper operation, maintenance, uninterrupted power supply and regular monitoring. Various measure and programmes need to be undertaken to ensure safe reuse of wastewater.     

海河流域二元水循环模型开发及其应用——Ⅱ.水资源管理战略研究应用

综合考虑水文气象、南水北调工程、地下水超采控制、入海水量控制目标等因素,以及现状(2005年)、2010年和2020年3个水平年,设置了9个情景方案,应用海河流域二元水循环模型(简称"二元模型")进行了水资源管理战略情景模拟分析.采用GDP、粮食产量、ET(蒸散发量)、入海水量、总用水量、减少地下水超采量等评价指标对9个情景方案的模拟结果进行了评价,给出了各规划水平年的推荐方案.在此基础上,对今后海河流域水资源管理战略问题如ET控制、地下水超采量控制和入渤海水量控制等进行了讨论.研究表明,未来虽然有南水北调工程对本流域的补水,但需要严格控制流域用水量和耗水量,才能做到逐步减少地下水超采量、增加入渤海水量,实现国民经济与生态环境的和谐发展.     

基于WEAP模型的西苕溪流域水质安全保障方案

针对西苕溪流域水质安全问题,基于WEAP建模平台,构建了西苕溪流域水资源评估与规划模型。在模型验证基础上,分析了西苕溪流域2001～2020年河道水功能目标满足度及水供需关系,识别了流域水资源利用存在的问题,并探讨了水源地和中下游区水质安全保障措施及其改善水质的效用,在此基础上提出了西苕溪流域水质安全保障方案。研究表明:TN是影响水源地供水安全的限制性因素,TN、TP是影响河道水功能的重要指标。通过综合实施废水处理厂、节水型设备、退耕还林等水资源管理措施能起到较好地削减TN产出的效果,水源地河道TN浓度降低,基本上能保证全年实现河道Ⅲ类水功能目标,中下游河道TP、TN浓度亦能达到Ⅲ类水功能要求。     

加权支持向量回归机及其在水质预测中的应用

支持向量机是一种基于结构风险最小化原理的学习技术，也是一种新的具有很好泛化性能的回归方法。本文对用于回归估计的标准支持向量机加以改进，提出了一种新的用于回归估计的支持向量机学习算法，针对各样本重要性的差异，给各个样本的惩罚系数和误差要求赋予不同权重，并利用加权支持向量回归机的理论及其算法构建水质预测模型。实验结果表明，该方法对水质具有较好的预测效果。     

水质总氮在线分析仪器研究与应用现状

水质总氮是指示水体富营养化的重要标志物,因此,开发测定水体中总氮的准确方法,对研究水体中的污染物来源、污染程度及总氮的地球化学循环过程具有重要意义。测定水质样品中的总氮,通常采用碱性过硫酸钾-紫外分光光度法,但该法对空白吸光度有严苛的要求,空白吸光度一旦超过0.030,就有可能导致测定结果严重偏低,其中,过硫酸钾的纯度和存放时间可能对测定结果影响最大;同时,采用比色管捆绑方式高温高压消解水质样品,导热较慢,消解时间偏长,捆绑时一旦比色管上的标签或记号脱落,容易导致样品混乱;样品保存条件不当也很容易造成测定结果偏低。为提高水质样品中总氮测定结果的准确性和效率,本文通过对国内外不同厂家生产的过硫酸钾进行总氮空白吸光度和存放时间对比实验,然后对两种消解方法进行消解时间对比实验,最后,对比了两种不同水质样品保存方法对测定结果的影响。对比实验结果表明：国产优级纯碱性过硫酸钾存放时间在30天内,其水质总氮空白吸光度均小于0.030;在124℃条件下,使用插置法消解样品,只用20min就能使样品消解完全;对酸化后的水质样品,其保质期从1天延长至7天。研究认为,选用国产优级纯过硫酸钾和改良过的插置法消解水质样品,与捆绑法相比,其水质总氮检出限更低,消解效率更高,且不容易出现互相污染和样品错位等情况,提高了水质总氮测定的准确度。

     

Integrated methods and scenario development for urban groundwater management and protection during tunnel road construction: a case study of urban hydrogeology in the city of Basel,Switzerland

In the northwestern area of Basel, Switzerland, a tunnel highway connects the French highway A35 (Mulhouse–Basel) with the Swiss A2 (Basel–Gotthard–Milano). The subsurface highway construction was associated with significant impacts on the urban groundwater system. Parts of this area were formerly contaminated by industrial wastes, and groundwater resources are extensively used by industry. During some construction phases, considerable groundwater drawdown was necessary, leading to major changes in the groundwater flow regime. Sufficient groundwater supply for industrial users and possible groundwater pollution due to interactions with contaminated areas had to be taken into account. A groundwater management system is presented, comprising extensive groundwater monitoring, high-resolution numerical groundwater modeling, and the development and evaluation of different scenarios. This integrated approach facilitated the evaluation of the sum of impacts, and their interaction in time and space with changing hydrological boundary conditions. For all project phases, changes of the groundwater system had to be evaluated in terms of the various goals and requirements. Although the results of this study are case-specific, the overall conceptual approach and methodologies applied may be directly transferred to other urban areas.     

Establishment of background water quality conditions in the Great Zab River catchment: influence of geogenic and anthropogenic controls on developing a baseline for water quality assessment and resource management

The Great Zab River catchment is a major left-bank tributary of the River Tigris and drains a substantial part of the Kurdistan Region, an autonomous region of Northern Iraq. Within Kurdistan, the water resources of the Great Zab River catchment are under pressure from population increase and are utilized for potable, domestic and agricultural and industrial supply. As with many parts of the world, effective management of water resources within Kurdistan is hindered by a lack of water quality data and established background concentrations. This study therefore represents the first regional survey of river water chemistry for the Great Zab River catchment and presents data on the spatial and temporal trends in concentrations of As, Ba, Ca, Cd, Co, Cr, Cu, Fe, Hg, Li, Mn, Mo, Ni, Pb, Sr, Zn, NO₃^?, SO₄^2?, F^?, Cl^? and PO₄^3?, in addition to pH, electrical conductivity, dissolved oxygen and turbidity. As a tool for underpinning the management and monitoring of water quality, background concentrations were defined for the Great Zab catchment using three methods. The influences of geogenic and anthropogenic controls upon spatial and temporal trends in water chemistry are also evaluated. The influence of geogenic loading from underlying bedrock was identifiable within the observed spatial trends, with the most notable differences found between waters sampled from the relatively more volcanic-rich Zagros zone to the north and those sampled from the lower catchment underlain by younger clay-, sand- and siltstones. The greatest anthropogenic influence, identifiable through elements such as Cl^? and NO₃^?, is present in the more highly populated lower catchment. The background concentrations identified in the Great Zab catchment would be those expected as a result of geogenic loading with some anthropogenic influence and represent a more conservative value when compared to those such as the World Health Organization Maximum Admissible Concentration. However, background concentrations represent a powerful tool for identifying potential anthropogenic impacts on water quality and informing management of such occurrences.     

朝阳市建人工湖对地下水动力场影响及湖底铺设方案选择

朝阳市拟在城区段大凌河上兴建2个人工湖.本文利用地下水模型系统 (Groundwater Modeling System,以下简称GMS)建立了地下水流动的数值模型,模拟了人工湖建成后在各种湖底渗透系数下地下水动力场的变化情况,并提出了人工湖湖底铺设应选取的合理有效的渗透系数为0.0432m/d.在此基础上,考虑到朝阳市经济社会的进一步发展对水资源量的需求,选取了采用聚氯乙烯膜( 土工布)铺设湖底并预留原河道两侧占总湖底50%的面积以补给地下水的铺设方案作为最优方案,并在现有开采量的基础上增加了19600m3/d的开采量.