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杨振 《中国人口.资源与环境》2011,21(4)
区域经济社会的快速发展加大了对自然生态系统的压力,研究区域发展与生态压力之间的时空差异特征有助于理解和解决当前日趋严峻的人地矛盾问题.本文以生态足迹作为生态压力的表征指标,在测算各省区典型年份生态压力的基础上,分析1980年以来不同发展水平区域生态压力的动态变化、空间溢出及空间均衡特征.研究结果表明:①各区域人均生态压力园发展水平不同而存在明显梯度,高水平区域的生态压力较大,低水平区域生态压力增长幅度较大;②生态压力空间溢出效应因发展水平不同而存在较大差距,随发展水平的提高而增大,低水平区域的生态空间处于"被掠夺"的境地;③区域发展与生态压力之间的空间关联特征明显,总体上处于"高度均衡"与"相对均衡"状态,但生态基尼系数有明显上升趋势,由区域发展差异引致的生态占用不公平倾向令人担忧.文章提示,高水平区域应该从资金、技术、人才等方面对中低水平区域<或资源输出区)进行合理的补偿,以降低各区域在生态空间占用方面存在的不均等性. 相似文献
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G. William Page Ah C. Weinstein 《Journal of the American Water Resources Association》1982,18(4):671-677
ABSTRACT: The history of the Milwaukee water pollution abatement program is examined as a case study to investigate the costs of conflicting environmental policy. The recent U.S. Supreme Court decision concerning the Milwaukee case is described as a milestone in U.S. water pollution abatement policy which will help preclude the type of environmental policy conflict which has been found to be so costly to Milwaukee. The implications to U.S. water pollution abatement policy of the 13-year history of conflict in Milwaukee are presented. 相似文献
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Richard Field Robert Pitt Debra Jager Michael Brown 《Journal of the American Water Resources Association》1994,30(5):921-928
ABSTRACT: A demonstration and efficiency evaluation project was conducted for the flow balancing method (FBM) facility, a combined sewer overflow (CSO) storage facility at Fresh Creek in Brooklyn, New York City. The FBM is a curtained tank located directly in the receiving water that captures CSO. The CSO floats on top of and displaces Fresh Creek saltwater before it is pumped back to the publicly owned treatment works (POTW). The facility was a pilot scale subject to the full CSOs. The purpose of the project was to show how the FBM can withstand severe weather and tidal conditions and to develop a procedure for estimating CSO control efficiency (percentage of CSO pumped back to the POTW). The procedure proved successful and incorporated specific conductivity as a tracer in mass balance equations. These equations provided estimates of the net percent, capture-pumpback of the CSO using the FBM, including the amount of Fresh Creek water that was included in the pumpback to the P01W. The efficiency was directly related to the volume of the CSO and the pumpback rate and ranged from a low of 3.3 percent for the largest event to a high of 76.9 percent for the smallest event. Recent FBM enlargement should result in substantial increases in CSO control. The FBM facility has operated successfully for over five years, withstanding ice storms, near hurricane force winds and up to 7 ft tidal range. 相似文献
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吸附法回收化工储运过程溢出气的实践与探索 总被引:1,自引:0,他引:1
慕常强 《安全.健康和环境》2012,12(6):46-48
分析了现有单级活性炭变温吸附回收技术使用现状,同时对目前创新发展的多级活性炭变温吸附回收技术进行了可行性分析,结果表明:在化工储运生产过程中,采用多级活性炭吸附、蒸汽脱附、常温冷却水冷凝技术回收化工储运过程溢出气比较彻底、安全. 相似文献
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土坝漫坝模糊风险分析 总被引:2,自引:0,他引:2
对土坝枢纽的事故风险进行识别、对各种失事形式的影响因素的不确定性,特别是模糊不确定性进行分析;考虑设计变量取值的模糊性与大坝失效准则的模糊性,建立了在洪水和风浪共同作用下的漫坝模糊风险模型;然后研究该漫坝模糊风险模型的求解方法,即引入α水平截集的概念,经过模糊化处理后用常规的JC法计算漫坝模糊失事概率.最后,对广西澄碧河水库的漫坝模糊风险进行了实例计算和评价.计算结果表明,随着防洪限制水位的提高,漫坝模糊风险也随之增大,当防洪限制水位从185.00m提高到186.90 m时,该大坝的模糊风险期望值在不考虑防浪墙的作用时为6.03×10-5,在考虑防浪墙作用时为2.698×10-5,均小于其容许风险标准7.12×10-5.据此,可将该水库的风险水位提高1.9 m,从而增加兴利库容76.00×106 m3.考虑漫坝风险的模糊性使失事风险的计算结果更加合理,风险评价更加符合工程实际,将模糊参数进行模糊化处理后,可直接采用现有传统风险计算方法计算失事概率.本文方法便于在工程中推广应用. 相似文献
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苏南老城区合流制管网的溢流污染特征 总被引:1,自引:0,他引:1
为了解苏南某市老城区合流制管网溢流污染特征,在苏南某市D排水系统溢流口采集了2种不同降雨强度的水样,检测水样中COD、SS、TN、TP和NH3-N等污染指标的浓度,并对不同降雨强度的水质变化特征与相关性进行分析。结果表明:较高降雨强度下SS、COD、TN、NH3-N和TP的浓度变化范围分别为37~695 mg/L、119~1 441 mg/L、6.2~26 mg/L、2.3~6.3 mg/L、0.07~1.48 mg/L;较低降雨强度下SS、COD、TN、NH3-N和TP的浓度变化范围分别为22~228 mg/L、180~535 mg/L、7.9~24.7 mg/L、3.2~24.2 mg/L 1.1~1.99 mg/L。由于不同降雨强度下雨污水冲击能量不同,在降雨强度较高的情况下,COD、TN与SS的线性相关系数分别为0.6954与0.6234,具有一定的相关性,而低降雨强度下无明显相关性。较高降雨强度时截留去除SS可以有效消减溢流污水中的COD和TN,对溢流污染的控制具有一定指导意义。 相似文献