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含油污水必须经过处理达到油田注水水质控制指标才能回注,为尽快将油田污水处理合格后回注地层,吐哈油田先后采用重力式污水处理流程,以及现在的诱导浮选——全自动双德料过滤等方法进行了现场含油污水处理技术的实践,处理后水质达到低渗透油田回注标准,并实施了回注。概述了都善油田污水处理系统试运行及技术改造的实践过程及效果。 相似文献
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针对目前彩南油田污水处理后净化水的含油和含悬浮物指标不能满足回注标准Q/SY XJ0039-2001《彩南油田注水水质标准》的问题,对该站污水处理系统运行现状进行了调查。文章对已建污水站来水水量、水质及现场主要设备存在的问题:水量增大,系统处理能力不足;水质变化,处理工艺不能适应水质处理要求等问题,进行了针对性的分析研究。提出了今后改进的建议:建议考虑两级过滤设计,并采用新型滤料,同时做好过滤前水质监测,保证来水水质满足设计要求;加强维护管理,定期反洗等工作;建议结合新疆油田处理效果好的污泥离心脱水技术,开展室内药剂筛选,为污泥减量化设计工作提供依据。 相似文献
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红山嘴油田于1990年投入注水开发,在注水开发过程中,由于注水水质不稳定、配伍性差,造成注水系统结垢严重,注水井井况恶化、检配合格率低,修井频繁。文章对稠油净化污水回注开展可行性评价研究和论证,实现了稠油净化污水回注红山嘴油田,对净化污水回注后储层伤害、腐蚀结垢趋势进行动态跟踪评价,确定了净化污水对注水指标的影响程度及影响因素。动态跟踪结果表明:净化污水回注后,红山嘴油田注水水质得到明显改善,消除了注水系统的结垢问题,储层伤害得到有效控制,实现外排污水合理利用,可节约油田清水用量73万m~3/a,减少环保压力,为稠油净化污水回注技术储备和示范奠定良好基础。 相似文献
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某油田污水处理站设计处理规模1500 m3/d,实际处理量630 m3/d,处理工艺为“微生物接触氧化+加药絮凝沉淀+二级过滤”,在运行过程中投加的混凝剂等药剂成本高,且二级过滤器使用年限过长,其处理后出水无法达到Q/SYTH 0082—2020《油田注水水质规定》中油小于5 mg/L、悬浮物含量小于3 mg/L、粒径中值小于2μm的注水水质要求。该油田污水处理站开展了“特种微生物+低能耗管式膜”污水处理技术研究,并完成现场中试试验,处理后膜出水的悬浮物含量基本稳定在1 mg/L,出水水质达标,表明此工艺处理油田污水是可行和可靠的,为该油田污水处理工艺优化提供了可靠依据。 相似文献
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随着海外河油田聚合物驱采油技术大面积应用,含聚合物(聚丙烯酰胺)污水大量产出。针对含聚污水黏度大、含油多、乳化稳定,采用传统的污水处理方法及设施难以达到油田注水水质标准的问题,在对海外河油田含聚污水水质分析和微生物处理可行性分析的基础上,进行了微生物处理实验,实验表明:经生化处理的污水满足SY/T 5329-2012《碎屑岩油藏注水水质指标及分析方法》。 相似文献
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Our immense national water quality control program has been launched on a wholly empirical basis, much as our ancestors initiated early navigation improvements and flood control. Not only has there been no effort to determine the benefits of water quality control; the theoretical groundwork for optimization has not been developed. Three main national objectives for consideration are national economic efficiency, preserving and improving the national environment for man's use and development (conservation), and regional development. Although popular at present, the regional development objective is not particularly useful from an economic viewpoint. Efficiency objectives other than environmental can be evaluated but are apt to be minor. Other water quality benefits can be broken down appropriately into four main categories: (a) man's recreational environment; (b) man's home environment; (c) man's working environment; (d) intangibles related to scientific, historic, health and cultural values. In management of water quality, various technical relationships must be considered, particularly as to quantity of water needed for waste disposal, and relationship of this use to water supply withdrawals. Advanced waste treatment must be compared with other alternatives, not only of flow augmentation, but also technological process changes, distribution of effluents, and artificial river aeration. 相似文献
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Glenn E. Moglen Richard H. McCuen 《Journal of the American Water Resources Association》1990,26(1):145-156
ABSTRACT: A framework for combining economic factors and the hydrolo of detention basins is provided. The general development of economic production functions for water quality (sediment) and flood control is discussed. Example production functions are generated to compare water quality (sediment control only) and flood control. For the given example, the design of a detention basin for downstream sediment control is economically unwarranted. When compared to on-site detention facilities, regional detention structures appear to be more practical from an economic standpoint for water quality control. Since sediment was the only water quality parameter assessed, it is entirely possible that the design of a detention basin for water quality control would be justified if the effects of all pollutants of concern could be quantified. Policy aspects of detention facilities that relate to the economics of water quality control are also discussed. 相似文献
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John K. Yu Martin M. Fogel 《Journal of the American Water Resources Association》1978,14(5):1239-1250
ABSTRACT: Use-oriented benefits and treatment costs analysis has been incorporated into a water quality index to show an economically optimized concentration for the treatment of the pollutants and the resulting water quality. This combined water quality index can be used in decisionmaking at the federal and local government levels. Five major pollutants, i.e., coliforms, nitrogen, phosphorus, suspended solids, and detergent, have been considered for the municipal waste water. With each higher level of improvement the treatment costs increase accordingly and the benefits associated with the reuse of this treated waste water will increase too but not for the nutrient removal in agricultural use. The optimal concentration is determined when the marginal costs equal the marginal benefits. The combined water quality index is the combination of the maximum net benefits and the water quality index of the optimized residual concentrations. This water quality index is zero dollars for the Tucson region in this study. The possible reclaimed use of municipal waste water is for agricultural irrigation and recreational lakes for the Tucson region. 相似文献
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D. R. Edwards T C. Daniel O. Marbun 《Journal of the American Water Resources Association》1992,28(3):487-494
ABSTRACT: Confined production of poultry results in significant volumes of waste material which are typically disposed of by land application. Concerns over the potential environmental impacts of poultry waste disposal have resulted in ongoing efforts to develop management practices which maintain high quality of water downstream of disposal areas. The timing of application to minimize waste constituent losses is a management practice with the potential to ensure high quality of streams, rivers, and lakes downstream of receiving areas. This paper describes the development and application of a method to identify which time of year is best, from the standpoint of surface water quality, for land application of poultry waste. The procedure consists of using a mathematical simulation model to estimate average nitrogen and phosphorus losses resulting from different application timings, and then identifying the timings which minimize losses of these nutrients. The procedure was applied to three locations in Arkansas, and three different criteria for optimality of application timing were investigated. One criterion was oriented strictly to water quality, one was oriented only to crop production, and the last was a combination. The criteria resulted in different windows of time being identified as optimal. Optimal windows also varied with location of the receiving area. The results indicate that it is possible to land-apply poultry waste at times which both minimize nutrient losses and maximize crop yield. 相似文献
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根据氧化铝行业生产用水及排污特点,结合某氧化铝生产企业生产废水的处理实践,推荐采用逆向洗涤赤泥和氢氧化铝,节约用水量;综合利用赤泥洗液和含碱废水;对生产用水设置循环水系统和二次利用水系统;设置生产废水处理站,氧化铝系统和热电厂的生产系统排水、循环水系统的排污水,以及化验等废水全部排入生产废水处理站处理,废水经处理后作为二次利用供水返回生产系统使用,通过综合利用生产废水,可以实现厂区废水的零排放,节约资源的同时,提高清洁生产水平,避免对环境造成污染。 相似文献
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