共查询到20条相似文献,搜索用时 31 毫秒
1.
2.
3.
4.
在市政公用事业市场化的过程中,需要增强对市政公用事业的监管工作水平.对于监管工作来讲,主要内容是对市场准入和退出以及价格等开展全方位的监管,同时还需要负责对产品和服务质量以及运行安全以及秩序监管等工作内容进行负责.所以在本文中就将简要针对市政公用事业的市场化和政府监管这些论述. 相似文献
5.
6.
7.
城市垃圾填埋场渗滤液是在垃圾填埋过程中产生的一种危害较大的高浓度有机废水,对周边环境造成严重污染,且具有负荷高、成分复杂,水质水量变化大等特点,对处理工艺有较高的要求.介绍了几种常见的渗滤液处理工艺,包括厌氧生化工艺、好氧生化工艺、膜生化反应器及物化处理工艺等,并在此基础上组合出目前较为普遍接受的工艺技术路线及其特点,... 相似文献
8.
1 国内外概况 随着经济的发展,城市人口的增加,生活垃圾的数量不断增多。上海市每年就有300多万t垃圾需要处置。当前世界各国都面临着“垃圾包围城市”的严峻局面。 处理城市垃圾的主要方法有卫生填埋、焚烧和堆肥3种,各国的国情不同,上述处理方法所占的比重也不同,但总的来说,发达国家采用卫生填埋占60%~70%、焚烧占25%~30%、堆肥占5%~10%,发展中国家采用 相似文献
9.
城市垃圾处理极为重要,原因是生活污水、厨余垃圾、建筑垃圾、工厂废水等垃圾处理可减少生态污染对城市生态空间的不利影响.其中,自然降水、地下水以及垃圾分解的废水是渗滤液的主要组成部分,故需要重视城市垃圾填埋场渗滤液的处理技术,进而实践可持续发展的理念.基于此,文章就城市垃圾填埋场渗滤液处理工艺要点及措施进行了探讨. 相似文献
10.
11.
12.
填埋方式对污泥填埋稳定性的影响 总被引:3,自引:0,他引:3
参考垃圾填埋场经验,采用模拟填埋场,对污泥分别进行准好氧填埋和厌氧填埋,并定期监测渗滤液水质,利用指数法对两种填埋场的稳定化进行评价.结果表明,与厌氧填埋相比,准好氧填埋方式下污泥容重、密度和孔隙度的增长速度更快;并且准好氧填埋方式更有利于填埋体中污染物的降解,渗滤液中的污染物浓度更低;准好氧填埋场的稳定化速率要大于厌氧填埋场:准好氧填埋场在封场10周后即可达到二级稳定、渗滤液水质达到二级排放标准,而厌氧填埋场在封场30周后才能达到此标准. 相似文献
13.
P Fenner-Crisp 《The Science of the total environment》1990,99(3):257-61; discussion 261-2
For this presentation the data package on acrylonitrile was used as an example of the processes by which risk assessment evaluations would be performed for chemicals regulated by the Environmental Protection Agency, Office of Drinking Water. The discussion spans both regulatory and non-regulatory aspects of regulation. Developing risk assessments for EPA regulatory purposes is similar in all offices and in that context the considerations as well as the methods of assessing risks apply generally to regulatory considerations by other offices within the EPA. 相似文献
14.
15.
16.
C. PALMER CEng MICE MInstWM P. J. YOUNG BSc CChem MRSC MInstWM 《Water and Environment Journal》1991,5(6):682-696
This paper describes the work carried out to protect both ground and surface waters close to the Suffolk County Council Foxhall landfill sites. Monitoring of groundwater showed that a deterioration was occurring, likely to impact adversely on water quality in the adjacent stream. The National Rivers Authority expressed their concern, and measures have been introduced to eliminate this pollution risk. Contaminated groundwaters flowing towards a local watercourse are intercepted by a 'Trammel'type geotextile cut-off drain and flow to a central collection sump. Automatic monitoring of contaminant levels at this point controls the treatment and disposal options. Where quality is unacceptable for discharge to the local watercourse, the intercepted groundwaters are treated by irrigation onto the capped surface of a restored landfill. If quality remains unacceptable for discharge, further irrigation treatment or discharge to a percolation area utilizing aquifer attenuation properties is possible. 相似文献
17.
There is an increasing need for engineered liners to prevent the escape of leachate and to control the migration of landfill gas. This has been influenced by new European and UK legislation and codes of practice.
General principles of site design are explained, followed by a review of the advantages and disadvantages of different liner systems, including mineral liners (natural clay, mudrocks and soil/bentonite admixtures), geomembranes and composite liners.
The need for conservative factors of safety in site design and high standards of quality control, involving full-time supervision and independent certification of the installation works, are considered essential to ensure the effectiveness of the barrier.
There is no one ideal liner material. Composite mineral/geomembrane liners provide the highest degree of security against leakage and, as such, should be considered as 'the norm'rather than for use only in particularly high-risk situations. 相似文献
General principles of site design are explained, followed by a review of the advantages and disadvantages of different liner systems, including mineral liners (natural clay, mudrocks and soil/bentonite admixtures), geomembranes and composite liners.
The need for conservative factors of safety in site design and high standards of quality control, involving full-time supervision and independent certification of the installation works, are considered essential to ensure the effectiveness of the barrier.
There is no one ideal liner material. Composite mineral/geomembrane liners provide the highest degree of security against leakage and, as such, should be considered as 'the norm'rather than for use only in particularly high-risk situations. 相似文献
18.
19.
The paper reviews various options adopted in the UK for engineered protection measures aimed at preventing pollution to the environs of landfill sites. The advantages and limitations of both natural and synthetic lining materials are discussed, recognizing the constraints posed by the geometry and geology of prospective landfill sites. Particular attention is given to the Environmental Safety Centre experience with techniques designed to minimize both leachate and gaseous emissions, and hence prevent pollution of ground and surface waters, and reduce hazards to nearby property. Options for operational practices and restoration procedures are discussed in relation to the control of degradation processes and polluting potential. Included in these options are design and operation of leachate and gas collection/treatment systems, phasing of landfilling operations, and progressive restoration of sites. Monitoring requirements are emphasized as a vital measure of the success or failure of site designs and operational practices in ensuring that appropriate environmental protection is achieved and maintained. 相似文献
20.
YF2 0G垃圾压实机 (见图 1)是三明重机公司自行研制开发的专门用于城市垃圾填埋场的一种新型压实设备。它与传统的压实机械在结构上有较大图 1区别 ,主要体现在被作用体上。由于被作用体———垃圾松软 ,果皮较多 ,容易打滑塌陷 ,而且需防止垃圾卷进传动系统 ,所以设计上要充分考虑以上诸多情况。三明重机公司设计的YF2 0G垃圾压实机是集压实、摊铺、剪切垃圾于一体的理想新产品 ,已被列为 2 0 0 2年国家重点新产品。1 主要技术参数工作质量 kg 2 10 0 0 前轮分配质量 kg 10 5 0 0 前轮分配质量 kg 10 5 0 0线压力 前… 相似文献