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城镇污水处理厂项目环境影响评价中的重点分析 总被引:1,自引:0,他引:1
根据城镇污水处理厂项目的特点,对此类项目环境影响评价中的厂址选择、处理规模及进出水水质的确定以及地表水、恶臭环境影响预测及二次污染控制、污泥处置方案的可行性论证等重点内容进行了分析。 相似文献
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城市污水臭氧消毒宏观动力学探索 总被引:1,自引:0,他引:1
消毒是城市污水回用的必要环节。本文以某污水厂出水为研究对象,采用臭氧(O3)作为消毒剂,考查了臭氧在实验水中的溶解和衰减过程,不同通气量和不同pH值条件下臭氧对城市污水厂生化处理后出水中大肠菌群的消毒过程和消毒效果。实验结果显示,臭氧对水中大肠菌群的消毒速度快、消毒效果十分显著;通入水中的气量低于10l/h时,灭菌率随通气量的提高而提高;在水质偏酸性时,有利于臭氧的溶解和提高大肠菌群的去除率;通气量在5l/h—30l/h,处理时间在10min以内时实验条件下臭氧消毒宏观动力学方程为—logS=Kt,式中K=0.2385min^-1—0.4674min^-1。 相似文献
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Sobhalatha P. Kunjikutty Shiv O. Prasher Ramanbhai M. Patel Suzelle F. Barrington Seung‐Hyun Kim 《Journal of the American Water Resources Association》2007,43(5):1097-1107
Abstract: To reduce the risk of surface and ground water pollution from nitrate, and in so doing improve the quality of receiving waters, better management options for land application of wastewater must be explored. In order to determine proper and environmentally safe wastewater land application methods, different application scenarios were simulated in this study to determine the fate and transport of nitrogen in sand‐filled field lysimeters. The Leaching Estimation and CHemistry Model for Nutrients (LEACHN) model was used to assess alternative wastewater land application scenarios: applications of low‐, medium‐, or high‐N concentration wastewaters, at different rates (0.06, 0.19, 0.31, or 0.6 m3/m2/day), under continuous or intermittent application. In the simulations, the NO3?‐N levels decreased in the leachate with an increase in wastewater application rates, due to enhanced denitrification in the upper anoxic zone of the soil generated under high flow rates. With low‐N concentrated wastewater, under all tested flow rates, the NO3?‐N levels in the leachate were below the permissible limit. When medium‐N wastewater was applied, the NO3?‐N level in leachate from the highest flow rate was below the permissible limit. Therefore, wastewater with low‐N concentrations, about 10 and 0.5 mg/l NO3?‐N and NH4+‐N, may be continuously applied to soil at all tested flow rates, with minimal nitrate pollution problems. Medium and high‐N concentrated wastewaters increased nitrate levels in the leachate, as compared to their levels in the low‐N concentrated wastewater. It appears that while low‐N wastewater can be safely applied to land without much nitrate leaching problems, the application of medium and high‐N wastewater could pose nitrate pollution problems. The simulation with intermittent application of low‐, medium‐, and high‐N concentrated wastewater at different rates showed a 51‐89% greater reduction in NO3?‐N levels in the leachate, than for continuous application under all tested wastewater N‐levels and flow rates. Also, the levels of NO3?‐N in their leachates were below the permissible limit. Therefore, wastewater with high levels of nitrogenous compounds (up to 54 NO3‐N mg/l) could be treated through an intermittent application to land. 相似文献
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Taxodium distichum (L.) Rich.]. The study site, a swamp in St. Martin Parish, Louisiana, has received municipal wastewater for the last 40 years.
Growth chronologies from 1920 to 1992 were developed from cross-dated tree core samples taken from treated and control sites
with similar size and age classes. Mean diameter increment (DINC) and mean basal area increment (BAI) chronologies were constructed
separately for each stand. These chronologies were then summarized by tree and stand into seven nine-year intervals resulting
in three pretreatment intervals from 1926 to 1952 and four treatment intervals from 1953 to 1988. Significant differences
in growth response between sites showed a consistent pattern of growth enhancement in the treated site coincident with the
onset of effluent discharge. The ratio of treated to control baldcypress growth rates (computed from DINC) averaged 0.74 during
the pretreatment period and 1.53 during the treatment period. Over the period of study, control DINC decreased from 77 mm
to 29 mm/nine-year interval, while treatment DINC increased slightly from 40 mm to 47 mm/nine-year interval. Control BAI did
not increase significantly and averaged 192 cm2/nine-year interval. There was a significant increase in treatment BAI from 129 to 333 cm2/nine-year interval over the period of record. These results clearly demonstrate sustained long-term baldcypress growth enhancement
throughout 40 years of municipal effluent discharge. 相似文献
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城市污水除磷技术发展 总被引:8,自引:4,他引:8
磷是水体富营养化的一个主要限制因素,控制出水中磷的浓度尤其重要。污水除磷方法有生物除磷、化学除磷及生态除磷,也可将各种方法组合使用,如生物一化学除磷、生物一生态除磷等,实际应用中应根据具体情况选择适宜的除磷方法。 相似文献
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高校实验室废水的调查评价及清洁生产管理 总被引:2,自引:0,他引:2
本文通过对四川大学教学计划中实验课程及其排放废水中一类污染物和选课人数的统计,对实验室废水排放情况进行了统计分析评价,找出了主要污染物.并提出了将清洁生产模式运用于实验室废水管理的思路. 相似文献
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文章介绍了哈尔滨石化公司应用多项膜生物反应器处理炼化企业含盐废水。影响膜生物反应器的主要运行参数有电导率、溶解氧、COD,电导率适宜范围是3000~5000μS/cm,大于6000μS/cm微生物受到抑制,低于2000μS/cm时,去除率显著下降;一级好氧单元溶解氧适宜范围4.2~7.0mg/L或2.0~3.0mg/L,分别是好氧微生物和兼性微生物占据优势;当进水COD低于500mg/L,出水可稳定达到GB8978-1996《污水综合排放标准》二级标准(COD≤120mg/L)。 相似文献
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在燃煤锅炉运行期间,锅炉定期排污、水质处理罐反冲洗再生、除尘等工序产生大量污水。文章通过对污水处理系统工艺的改造,将燃煤锅炉的排污水回收后用于冷却炉渣,炉渣最终用来烧砖,而湿炉渣水分带走的少量污染物最终被固化在砖或砌块中,不会对周边水质或土壤造成污染,实现了节能减排,收到了较好的环境效益、经济效益和社会效益。 相似文献