污水处理厂供电系统可靠性的分析与研究

本文阐述了供电系统可靠性是污水处理厂安全运行的关键.介绍了污水处理厂供电线路及配电设备常见的故障,并对其原因进行了分析.结合污水处理厂的运行实践,提出了提高污水处理厂供电系统可靠性的具体技术措施和方法.     

污水处理厂运行管理模式探讨

委托运行管理模式是污水处理厂运行管理模式中的一种,是未来污水处理厂运营管理发展的必然趋势,委托专业第三方公司运营管理可提高污水处理厂运行管理水平,保障污水处理厂稳定达标排放。     

各省动态

安徽:主攻污水处理厂建设运行安徽省近日明确,今年下半年将进一步推进污染减排。把污水处理厂和燃煤电厂脱硫项目的建设运行作为主攻方向,从下半年开始,对没有按时间进度建成投运污水处理厂、提高污水处理厂运行负荷和不     

环境案例分析两则

受害者自有过错咎由自取污染者未加控制不能免责某化工厂在生产过程中排放出大量有害废水,一度给周围环境造成污染。以后该厂建造了污水处理厂,自正常运行以来,基本控制了污染。污水处理厂建成后,农民在厂附近     

基于工作过程的“城镇污水处理厂运行管理”实践课程构建

阐述了基于工作过程构建"城镇污水处理厂运行管理"实践课程的总体思路,通过对工作岗位及工作内容的分析,归纳"城镇污水处理厂运行管理"实践课程的行动领域,完成"城镇污水处理厂运行管理"实践课程从学习领域到学习情境的转换,并简述课程的实施方案。     

采用BOT投资方式建设小型污水处理厂的成功经验——以吉木萨尔县为例

随着城市建设进程的加快,我国城镇水环境污染问题已不容乐观。究其原因是小城镇集中排污主体的污水处理设施不能同步配套建设,或建成后不能正常运行。基于此,本文以吉木萨尔县建设城镇污水处理厂为例,分析了如何采用BOT投资方式建设小型污水处理厂,有效缓解治理城镇生活污水资金不足的问题,亦是对探索BOT公司参与城镇污水处理方式取得...     

城市污水处理厂中的能耗及能源综合利用

从城市污水处理厂工艺处理流程的角度探讨了城市污水处理厂的能耗,指出污水处理厂运行的主要耗能设备,并在此基础上对污水处理厂的节能从设计、运行进行了阐述,提出了节能措施;对污泥所含能量的回收与综合利用做了初步探讨,该研究对城市污水处理厂的设计、运行具有重要的指导意义和工程应用价值,具有较高的经济效益和环境效益。     

MHA工艺在城市污水处理工程中的应用

MHA工艺是以横向流化床方式运行的膜法生物处理技术,天津市武清区污水处理厂采用该工艺运行一年来,各项排放指标均达到国家一级标准.本文简要介绍了该污水处理厂工程设计、运行的基本情况.     

我国城镇污水处理厂水质监管问题及对策研究

介绍了目前我国城镇污水处理厂的发展现状以及将其作为污染源纳入监管的背景;从进水水质监管、出水水质监管和对污水处理厂内部运营管理监管的角度,结合对部分地区行政管理部门、污水处理厂的调研,分析了污水处理厂出水水质不达标的主要原因;针对我国的实际情况并借鉴国外经验,从政府部门的监管职能、政企的合作、监管技术和末端污染控制方面,给出了加强污水处理厂运行监管效果的对策。     

UNITANK工艺在城镇污水处理厂的应用

广东省某城镇污水处理厂采用UNITANK新工艺,在项目的运行中,根据具体情况采取了较为有效的应对措施,克服了该工艺应用于大型污水处理厂的不足,运行效果良好,出水水质稳定,达到国家一级B排放标准。     

城镇污水处理厂低浓度连续进水间歇曝气运行模式分析

根据南方城镇污水处理厂建成运行初期的实际运行情况，对低浓度进水的运行模式进行了分析和研究。运行中，污水处理厂MISS浓度调整为25g／L，采用曝气3h、停曝5h、连续进水的运行模式，实现了生物系统稳定运行，出水达标。     

LEAST COST SOLUTIONS TO THE PROBLEM OF EFFLUENT ABATEMENT IN URBAN SYSTEMS1

ABSTRACT: There is a significant misallocation of resources in the construction and operation of municipal sewage treatment systems in North America. Central to this misallocation is the inadequate evaluation of alternative treatment technologies, alternative distributions of responsibility for waste treatment, and alternative mechanisms for inducing compliance with treatment system requirements. Perverse incentives in the current institutional structure limit the scope of alternatives examined by decisionmakers. Determination of the least cost solution to the problem of urban effluent abatement requires mathematical modeling for the delineation of optimal treatment strategies on a system wide basis. The adoption of modern methods of systems analysis can identify significant opportunities for the reduction of economic waste in the treatment of municipal sewage.     

Performance of an overland flow system for advanced treatment of wastewater plant effluent

Overland flow (OF) systems were evaluated and compared for advanced treatment of municipal and industrial effluents, including nutrients and nondegradable chemical oxygen demand (COD) removal. Three pilot plants were constructed at the Shahin Shahr Wastewater Treatment Plant (WWTP), Isfahan, Iran. Each pilot was assigned a specific wastewater and all were simultaneously operated for 8 months. Treatment of primary effluent, activated sludge secondary effluent, and lagoon effluent of textile wastewater was investigated at application rates (ARs) of 0.15, 0.25, and 0.35m(3)m(-1)h(-1). During 5 months of stable operation after a 3-month acclimation period, mean removals of total 5-day biochemical oxygen demand (TBOD(5)), total COD (TCOD), total suspended solids (TSS), total nitrogen (TN), total phosphorus (TP) and turbidity were 74.5%, 54.8%, 66.2%, 39.4%, 35.8%, and 67.7% for primary effluent; 52.9%, 52.9%, 66.5%, 44.4%, 39.8%, and 50.1% for activated sludge effluent; 65.7%, 58.7%, 70.3%, 41.7%, 41.3%, and 54.9% for textile wastewater lagoon effluent, respectively. The model of Smith and Schroeder, 1985. Field studies of the overland flow process for the treatment of raw and primary treated municipal wastewater. Journal of Water Pollution Control Federation 57, 785-794] was satisfactory for TBOD(5). For all treatment parameters a standard first-order removal model was inadequate to represent the data but a modified first-order model provided a satisfactory fit to the data. Based on the results of this study, it can be concluded that an OF system as advanced treatment had the ability to meet effluent discharge permit limits and was an economical replacement for stabilization ponds and mechanical treatment options.     

关于我国城市污水厂延伸污泥处理与处置责任的探讨

城市污水厂在污水处理过程中产生大量污泥物质。其BOD5数量远超过尾水排放的BOD5数量，是后者的数倍之多。目前城市污水厂寻找生污泥直接外运的出路日益困难，污泥出路不畅，经常出现泥满为患的现象。本文探讨延伸城市污水处理厂的职能，使污泥的“生产者”承担起污泥处理和处置的环境责任，激励其全面关注进水有机物的最终无害化，将污泥处理以及最终处置(如土地填埋、焚烧或资源化等)的工程造价、运行费用以及相应的环境影响均纳入城市污水处理厂进行考虑，这样将对我国城市污水厂的环境管理观念带来革命性的变化。     

Phosphorus concentrations, loads, and sources within the Illinois River drainage area, northwest Arkansas, 1997-2008

In the Ozark Highlands and across the United States, effluent phosphorus (P) sources often have a profound impact on water column concentrations and riverine transport. This study evaluated (i) annual P loads at the Illinois River at Arkansas Highway 59 from calendar year 1997 through 2008, (ii) the relative contribution of effluent P sources to annual riverine P transport, (iii) longitudinal gradients in water column P concentrations downstream from several wastewater treatment plant effluent discharges, and (iv) changes in monthly P loads over the last decade. This study showed that annual P loads have ranged from 64,000 kg to over 426,000 kg and that P transport was positively correlated to hydrology (i.e., the amount of water delivered downstream). The relative contribution of P inputs from municipal facilities has decreased from 40% of the annual P load at the Illinois River at Arkansas Highway 59 to < 15% in recent years. Elevated P concentrations during base flow conditions were traced 45 river km upstream to one municipal effluent discharge, but all effluent discharges influenced P concentrations in the receiving streams. Most important, flow-adjusted monthly P loads showed two distinct trends over time. Flow-adjusted loads significantly increased from 1997 through 2002 and significantly decreased from 2002 through 2008. The concentrations and transport of P within the Illinois River drainage area are significantly decreasing from all the watershed management changes that have occurred, and monitoring should continue to determine if this decrease continues at the same rate over the next several years.     

城市污水处理厂市场化运营的思考

根据目前城市污水处理厂建设与管理中存在的主要问题，以博兴县城市污水处理厂为实例，提出了城市污水处理厂建设、管理、与运营的一些思考，对污水处理厂的规范化建设管理，完善有关法律制度，推进城市污水处理市场化、产业化健康发展有着积极的指导作用。     

城镇污水处理厂NPR工艺低温运行的效能分析

介绍了天津市某城镇污水处理厂NPR工艺的特点及运行状况。通过对污水厂的运行监测数据分析,研究了该工艺在低温条件下处理城镇生活污水时的脱氮除磷效果。结果表明:NPR工艺具有一定的优异性,它能在降低能耗的前提下使系统COD和SS的去除率进一步降低,出水能达到中水回用标准,有利于污水的再生利用;低温影响NPR系统的硝化及反硝化率,低温下有机物的去除更易受到有机负荷的影响;温度对生物去除SS,COD和TP的效果影响不大,对NH3-N及TN的去除效果影响比较明显。低温下污水处理厂COD、SS、NH3-N、TN、TP的平均去除率分别为72.1%、94.9%、67.5%、55.1%、66.5%。     

污水处理厂化学除磷精确控制系统研究——以山东某污水处理厂为例

我国总磷排放标准日趋严格,污水处理厂为保证出水总磷达标,过量投加化学除磷剂,造成资源浪费。为在出水水质达标的基础上节省化学除磷剂添加量,以山东某污水处理厂为例设计了化学除磷精确控制系统。在充分考虑仪器故障潜在风险的前提下,根据进水磷酸盐负荷实时调整药剂投加量,采用“前馈+反馈”控制的模式,实现加药过程的自动化及智能化。此外,该系统还可以显著节省化学药剂用量,如在山东某污水处理厂试验表明,该系统可节省除磷药剂约12.9%。不仅解决了污水厂除磷剂粗投放的问题,而且还可以增加出水稳定性,减轻运营工作的压力,使污水厂管理向精细化方向迈进。     

Performance of a combined anaerobic reactor for municipal wastewater treatment at ambient temperature

A bench-scale experimental study was carried out to investigate the overall performance of a combined anaerobic reactor for treating pre-settled municipal wastewater at ambient temperature (18–28°C) in terms of substrate removal efficiencies, biogas, methane production, volatile fatty acid (VFA) profiles and effluent suspended solids (SS) concentration, etc. The tested reactor was a modified anaerobic baffled reactor (ABR). The second and third compartments were partly packed with supporting media. The experimental results were similar to, or compared favourably with, other anaerobic reactor systems for municipal wastewater treatment at ambient temperature and proved the technical feasibility of this compartmentalised reactor. Considering its simple structure and operation, it could be considered a potential reactor system for treating municipal and domestic wastewaters in tropical and sub-tropical areas of developing countries.     

REGIONAL SEWERING AND GROUNDWATER QUALITY IN THE SOUTHERN SAN JOAQUIN VALLEY1

ABSTRACT: Sewage effluent is commonly disposed of on land in arid regions, and the majority usually recharges the groundwater. Few evaluations have been made of the effect of effluent disposal on groundwater quality in the west. Groundwater hydrologists are rarely involved with treatment plant design and operation or effluent disposal in the San Joaquin Valley, California. The author's purpose is to evaluate the effect of regional sewering programs on groundwater quality in this valley. Research was conducted on past studies of sewage effluent disposal. An extensive water sampling program was undertaken near the Fresno Sewage Treatment Plant. Chloride contents were used to trace recharged effluent. The extent of recharged effluent was delineated and traced for about ten miles. Sampling between the plant and the urban Fresno area indicated a high probability of large-scale leakage of raw sewage into the groundwater.