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931.
Istanbul has experienced rapid increases in population to more than 12 million people, which has created infrastructure problems of water supply and wastewater treatment and disposal. In this article, the achievements and approaches of the Istanbul Water and Sewerage Administration (ISKI) to solve the water shortage problem and to improve services are summarized. Istanbul had a very severe water shortage problem in 1994 because of ignorance of the implementation of the needed projects. After reviewing the reasons and causes of the problem, new priority criteria adopted after 1994 are given. Following the implementation of the projects determined according to the aforementioned criteria, water supplied has exceeded the water demand. The added capacity is equal to one to three times of the capacity built up to 1994 for water treatment, service reservoirs, pumping stations, transmission lines, and the water distribution network; water quality has been improved the meet local and international potable water standards. Unaccounted for water has been reduced from 60% to 27%. The percentage of treated wastewater has been increased from 10% to 90% in 8 years, resulting in drastic improvements and rehabilitation of the Golden Horn and coastal water quality. Through improved customer services, complaints were reduced from 33% in 1994 to 0.3%. Some of the main criteria and the approaches behind this success are summarized.
Published online 相似文献
932.
933.
Sampson DA Escobar V Tschudi MK Lant T Gober P 《Journal of environmental management》2011,92(10):2596-2610
Uncertainty in future water supplies for the Phoenix Metropolitan Area (Phoenix) are exacerbated by the near certainty of increased, future water demands; water demand may increase eightfold or more by 2030 for some communities. We developed a provider-based water management and planning model for Phoenix termed WaterSim 4.0. The model combines a FORTRAN library with Microsoft C# to simulate the spatial and temporal dynamics of current and projected future water supply and demand as influenced by population demographics, climatic uncertainty, and groundwater availability. This paper describes model development and rationale. Water providers receive surface water, groundwater, or both depending on their portfolio. Runoff from two riverine systems supplies surface water to Phoenix while three alluvial layers that underlie the area provide groundwater. Water demand was estimated using two approaches. One approach used residential density, population projections, water duties, and acreage. A second approach used per capita water consumption and separate population growth estimates. Simulated estimates of initial groundwater for each provider were obtained as outputs from the Arizona Department of Water Resources (ADWR) Salt River Valley groundwater flow model (GFM). We compared simulated estimates of water storage with empirical estimates for modeled reservoirs as a test of model performance. In simulations we modified runoff by 80%-110% of the historical estimates, in 5% intervals, to examine provider-specific responses to altered surface water availability for 33 large water providers over a 25-year period (2010-2035). Two metrics were used to differentiate their response: (1) we examined groundwater reliance (GWR; that proportion of a providers' portfolio dependent upon groundwater) from the runoff sensitivity analysis, and (2) we used 100% of the historical runoff simulations to examine the cumulative groundwater withdrawals for each provider. Four groups of water providers were identified, and discussed. Water portfolios most reliant on Colorado River water may be most sensitive to potential reductions in surface water supplies. Groundwater depletions were greatest for communities who were either 100% dependent upon groundwater (urban periphery), or nearly so, coupled with high water demand projections. On-going model development includes linking WaterSim 4.0 to the GFM in order to more precisely model provider-specific estimates of groundwater, and provider-based policy options that will enable "what-if" scenarios to examine policy trade-offs and long-term sustainability of water portfolios. 相似文献
934.
935.
张仁志 《中国环境管理干部学院学报》2001,(Z1)
本文在对“九五”期间秦皇岛市工业用水情况认真分析的基础上,按照秦皇岛市“十五”计划和2010年远景目标对秦皇岛市2005年和2010年未来工业企业需水量进行了预测;同时对2020年和2030年进行了展望,综合分析预测的结果,提出了节水措施的建议,并对工业需水量的零增长进行了预期分析。 相似文献
936.
937.
用动力波逆向喷射洗涤器脱除烟气中的二氧化硫 总被引:1,自引:0,他引:1
介绍了动力波逆向喷射洗涤器的构造及基本原理,并将这一新型洗涤技术应用于烟气脱硫。讨论了各种因素对采用石灰水作为洗涤液时的烟气脱硫率的影响,在pH为9.2、液气比为0.024条件下,脱硫率可达到90%。 相似文献
938.
采用两段SBR工艺处理石化废水 总被引:1,自引:0,他引:1
采用两段序批式活性污泥反应器(SBR)工艺处理高浓度石化废水,考察了DO、MLSS、反应温度对废水处理效果的影响。实验结果表明,两段SBR系统中有机物降解存在着不同的作用机理,第一段主要以去除易降解有机物为主,第二段主要以去除难降解有机物为主。在进水COD为4000mg/L、SBR1中DO为4~5mg/L、MLSS为5000mg/L,SBR2中DO为2~4mg/L、MLSS为3000mg/L、反应温度约为20℃的条件下,废水COD去除率达90%以上。 相似文献
939.
灰色预测是环境污染预测应用相当广泛的方法。根据文献报道,基于Matlab和Excel实现灰色预测中存在着占用内存、单元格填埋计算公式等等的不足,因此提出了一种基于VBA在Excel下编写宏程序轻松实现灰色预测的方法,并将其运用到北海市地表水污染物预测。结果表明,本程序简短,操作方便,计算结果准确可靠,彻底把用户从繁琐的手工操作中解放出来。 相似文献
940.
采用水热法、沉淀法和溶胶凝胶法制备了3种不同形貌的CeO2催化材料,并将其用于湿式空气氧化苯酚水溶液过程中,探讨了CeO2形貌结构对催化湿式氧化苯酚水溶液性能的影响.采用扫描电子显微镜(SEM)、透射电子显微镜(TEM)、X射线衍射(XRD)、程序升温还原(TPR)等手段对CeO2催化材料进行了表征.结果表明,水热法制备的CeO2催化材料表现出较好催化性能,主要原因是水热法合成的CeO2呈现交错的纳米棒状结构,主要暴露(220)晶面,且沿着(220)晶向生长.在反应温度为200℃、空气压力为2MPa、苯酚初始浓度500mg/L的条件下,最终(240min)COD的去除率为95.5%. 相似文献