污水深度处理系统在油田污水处理中的应用分析

乐安油田是通过蒸汽吞吐减轻原油粘度进行开采的稠油油田。针对其特点,借鉴美国、加拿大污水回用的成功经验和先进技术,建成投产了国内第一座也是最大的一座油井采出水回用于湿蒸汽发生器的大型泵站 ── 乐安污水深度处理站。文章详细介绍了污水深度处理系统以及运行2年来所取得的成果,证明油田采出水深度处理后回用于湿蒸汽发生器技术是完全可行并易于操作的。     

页岩气采出水处理及回用现状分析

介绍了页岩气采出水的产排特征,国内页岩气采出水的处理及回用现状,并总结出3项采出水处理技术,即:回注、简单处理后回用及处理至SY/T 6596—2004《气田水回注方法》达标,进行回注,以采出水复配压裂液为主要污水。这3种处理方式可以处理页岩气采出水,为污水达到GB 8978—1996《污水综合排放标准》做技术储备,并降低采出水对土壤、地表水等可能造成的环境污染风险。     

炼油污水深度处理回用工艺实验研究

试验工艺流程的方案选定,充分吸收了各炼油厂进行的污水深度处理的成功试验经验,以原臭氧生物活性炭工艺单元为基础,提出了以混凝气浮与臭氧生物活性炭串联工艺为核心的总体工艺流程,以降低工程投资及处理成本,提高污水回用的经济效益;同时,指出试验过程中所存在的问题及其对策。因此,开展炼油污水深度处理回用工艺试验研究,必将为炼油污水深度处理提供强有力的技术支撑,可作为相关污水回用处理工艺选择的参考。     

曝气生物滤罐—膜连续过滤工艺在生活污水回用的应用

介绍了曝气生物滤罐—膜连续过滤工艺处理生活污水及回用的示范工程。工程运行表明,该工艺可有效去除生活污水中的COD、BOD5、氨氮等污染物,处理后的水质达到《城市污水再生利用城市杂用水水质》(GB/T18919-2002)标准。此示范工程为该工艺在城市污水深度处理达到中水回用的大规模应用提供了设计依据。     

稠油污水回用锅炉处理工艺的应用

新疆油田公司稠油污水处理普遍采用成熟的离子调整旋流反应水处理技术,污水处理后达到回用锅炉水质标准SY/T 0097-2000《稠油油田采出水用于蒸汽发生器给水处理设计规范》,供给油田专用高压注汽锅炉用水。采用相同技术建成的采油一厂稠油处理站污水回用锅炉处理工艺投用后,处理后污水回用锅炉,减少了含油污水的外排,充分利用了稠油污水的热能,取得了良好的经济和社会效益。     

电镀废水处理及回用工程实例

将某电镀废水原水按水质分类,分别进行沉淀、氧化等预处理,然后综合进行中和、生物接触氧化、沉淀等工艺,出水水质指标达到地方污水排放标准,对部分出水进行砂滤、活性炭吸附、膜过滤处理等深度处理后达到回用要求。结果表明,该方法对中小企业处理含氰及多种重金属的电镀废水是经济、可行的。     

稠油污水处理技术的应用及效果

锦州采油厂污水深度处理站自2002年10月投产以来,已连续处理污水并回用注汽锅炉2947×10~4m~3;污水常规处理站投产于2007年11月,连续处理污水回用注水443×10~4m~3。油田采出水的循环利用,节约了大量清水资源,避免了无效回注,同时充分利用了污水剩余热源,降低了湿蒸汽发生器的燃料消耗,产生了较好的经济效益、环境效益和社会效益。文章主要介绍了稠油污水处理技术,生产过程中遇到的问题及改进措施,取得的经济效益等。     

石化企业污水深度处理与回用研究

以典型石化企业大庆石化公司为例,讨论了污水深度处理回用工程的合理性、必要性及可行性,并以化肥、热电两厂排水和兴化生活污水为回用原水进行了污水深度处理和回用的中型试验。试验工艺选用生物接触氧化、絮凝沉淀、过滤、消毒杀菌工艺。通过试验,确定了混凝剂、助凝剂及杀菌剂的类型、浓度及过滤压力等参数。结果表明:深度处理工艺对源污水中COD、BOD、总磷、氨氮、悬浮物、浊度、OIL、总铁等均有很好的去除效果。用作循环冷却水补水时,经过静态阻垢和旋转挂片试验及动态模拟试验,腐蚀速度达到中石化好级水平,粘附速度和污垢热阻达到中石化允许级水平。     

炼化浓盐水处理与资源化工艺探讨＊

炼化污水深度处理回用是各炼化企业节水减排的主要措施之一。炼化企业反渗透(简称RO)污水脱盐回用装置在运行中暴露出末端高含盐污水的处置难题,影响了污水回用生产的连续运行。文章阐述近年来炼化企业高含盐污水处置现状、存在问题、国内外处理技术及发展趋势,在此基础上针对炼化企业特点,提出以热法、膜法为核心技术的浓盐水处理工艺耦合方案,为炼化企业解决污水回用瓶颈技术难题、实施污水"零排放"与发展循环经济提供借鉴与参考。     

膜法脱盐技术在钢铁企业污水回用中的应用分析

钢铁企业综合污水处理厂的出水脱盐处理回用具有重要意义,本文对国内一些钢铁企业采用的膜法脱盐技术的优缺点进行了分析,并提出了改进方案。     

锅炉房灰水处理系统浅析

吐哈油田哈密基地1#锅炉房灰水处理系统,原设计回用水水质差,影响除尘效果,供水能力难以满足除尘冲灰用水需要。改用新设计、新工艺,改造后的灰水处理系统经过运行,灰水分离器出水悬浮物含量<50mg/L,除尘器除尘效果明显提高。     

钻井污水与采油污水混合处理

中原油田产生的钻井污水的化学需氧量(COD)、矿化度、色度、悬浮物及含油量均比较高,直接外排将会对周边生态环境造成污染,与采油污水混合处理又将导致处理后的水质达不到标准,因而采用将钻井污水处理后再与采油污水混合的方法,这种混合污水进入采油污水处理系统的试验结果表明,处理后的钻井污水与采油污水配伍性良好,净化水无结垢倾向,处理后的净化水与杀菌剂、缓蚀剂相容性良好,其主要指标均达到部颁注水水质标准。     

Contribution of Wastewater Treatment Plant Effluents to Nutrient Dynamics in Aquatic Systems: A Review

Excessive nutrient loading (considering nitrogen and phosphorus) is a major ongoing threat to water quality and here we review the impact of nutrient discharges from wastewater treatment plants (WWTPs) to United States (U.S.) freshwater systems. While urban and agricultural land uses are significant nonpoint nutrient contributors, effluent from point sources such as WWTPs can overwhelm receiving waters, effectively dominating hydrological characteristics and regulating instream nutrient processes. Population growth, increased wastewater volumes, and sustainability of critical water resources have all been key factors influencing the extent of wastewater treatment. Reducing nutrient concentrations in wastewater is an important aspect of water quality management because excessive nutrient concentrations often prevent water bodies from meeting designated uses. WWTPs employ numerous physical, chemical, and biological methods to improve effluent water quality but nutrient removal requires advanced treatment and infrastructure that may be economically prohibitive. Therefore, effluent nutrient concentrations vary depending on the particular processes used to treat influent wastewater. Increasingly stringent regulations regarding nutrient concentrations in discharged effluent, along with greater freshwater demand in populous areas, have led to the development of extensive water recycling programs within many U.S. regions. Reuse programs provide an opportunity to reduce or eliminate direct nutrient discharges to receiving waters while allowing for the beneficial use of reclaimed water. However, nutrients in reclaimed water can still be a concern for reuse applications, such as agricultural and landscape irrigation.     

Regeneration of industrial district wastewater using a combination of Fenton process and ion exchange—A case study

Regeneration studies of wastewater effluent from an organized industrial district (OID) for possible reuse in textile industry as process water was investigated. Advanced treatment methods including Fenton process, polyaluminium chloride (PAC) coagulation and ion exchange were applied on OID effluent. In Fenton process removal efficiencies for suspended solids (SS), chemical oxygen demand (COD), SAC₄₃₆ (spectral absorption coefficient), SAC₅₂₅ and SAC₆₂₀ were determined 61%, 36%, 35%, 49% and 67%, respectively. After Fenton process, wastewater samples were coagulated with PAC. Optimum removal efficiencies for SS, COD, Fe ion, SAC₄₃₆, SAC₅₂₅ and SAC₆₂₀ were determined 83%, 18%, 93%, 32%, 36% and 58%, respectively. Ion exchange experiments were conducted on chemically coagulated wastewater samples to improve the quality of wastewater. Optimum dosage of resins was determined. The experiments revealed that 1:1 resin ratio (20 mL H-type resin:20 mL OH-type resin) gave the best removal rates for the parameters considered in this study. Study results indicated that quality of the wastewater was suitable for the process water characteristics of textile industry and unit wastewater treatment cost was determined as 2.54 €/m³.     

油田污水处理水质影响因素与改善措施

随着油田开发阶段的延长,污水处理系统能力出现不足,排污系统和日常排污以及收油是影响油田污水处理水质的重要因素。针对这些因素提出利用人工湿地对洗井、修井污水进行处理,减轻水处理站压力,通过合理加药提高除油罐除油效率,从含油污水进口进行杀菌,防止对管线设备的腐蚀,防止细菌菌体堵塞过滤器,过滤后根据细菌监测结果再次进行杀菌,保证出水合格等改善措施。     

THE IMPACT OF WATER QUALITY OBJECTIVES ON URBAN WATER SUPPLY PLANNING1

ABSTRACT: Optimal policies for supplying rapidly expanding urban centers with additional water supplies are shown to be dependent on water quality goals for the urban effluent. As effluents are required to meet increasingly stringent standards, the unit costs associated with adding capacity to existing wastewater treatment systems to renovate some waters for reuse are shown to substantially decrease. A nonlinear elimination algorithm is developed to delineate optimal policies. A model employing the technique was applied to the wastewater treatment system of a typical urban system and the water quality objectives varied. A comparison of costs with and without various levels of reuse were made and unit costs of reused water under these conditions determined.     

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....     

Conservation‐Induced Wastewater Flow Reductions Improve Nitrogen Removal: Evidence from New York City1

Abstract: Water resources are under increasing pressure to meet potable supply needs while sustaining aquatic ecosystems and fisheries. Growing populations and enforcement of the Total Maximum Daily Load provisions of the Clean Water Act present public water and wastewater utilities with costly options to meet potable water demands and reduce pollutant discharges into receiving waters. This paper documents that New York City’s comprehensive water conservation program – designed to extend the city’s safe yield of potable water—has also resulted in reduced nitrogen discharges from the city’s water pollution control plants during a period of population increases. This paper demonstrates and quantifies the effects that wastewater inflow volume reductions have on increased nitrogen removal, controlling for plant process changes. Conservation programs have saved the city billions of dollars in delayed or avoided capital improvements to both water and wastewater treatment plants, and have enabled the city to meet interim effluent discharge standards.     

燃煤锅炉湿法除尘废水循环回用后的水质处理工艺和技术研究

调查分析了当前应用于中小型锅炉湿法除尘废水循环回用治理的技术,根据除尘废水循环回用后的水质和工艺特点,提出将除尘循环水净化同燃煤烟气脱硫除尘联合进行以及利用工业碱水,炉渣处理除尘废水的技术和工艺     

The performance of constructed wetlands treating primary, secondary and dairy soiled water in Ireland (a review)

In Ireland, no database detailing the design, influent loading rates or performance of constructed wetlands (CWs) exists. On account of this, they are designed without any protocol based on empirical data. The aim of this paper was to provide the first published data on the performance of free-water surface flow (FWSF) CWs treating primary and secondary-treated municipal wastewater, and agricultural dairy soiled water (DSW) in Ireland. In total, the performance of thirty-four FWSF CWs, comprising fourteen CWs treating primary-treated municipal wastewater, thirteen CWs treating secondary-treated municipal wastewater, and seven CWs treating DSW, were examined. In most CWs, good organic, suspended solids (SS) and nutrient removal was measured. At an average organic loading rate (OLR) of 10 and 9 g biochemical oxygen demand (BOD) m(-2) d(-1), CWs treating primary and secondary wastewater removed 95 and 84% of influent BOD. Constructed wetlands treating DSW had an average BOD removal of 98%. At average SS loading rates of 6 and 14 g m(-2) d(-1), CWs treating primary and secondary wastewater had a 96 and an 82% reduction, and produced a final effluent with a concentration of 14 and 13 mg L(-1). Constructed wetlands treating DSW produced a final effluent of 34 mg L(-1) (94% reduction). Similar to other studies, all CWs examined had variable performance in ammonium-N (NH(4)(+)-N) removal, with average removals varying between 37% (for CWs treating secondary wastewater) and 88% (for CWs treating DSW). Variable ortho-phosphorus (PO(4)(3-)-P) removal was attributable to different durations of operation, media types and loading rates.