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991.
探讨了6组不同的碳氮比(C/N)对分段进水生物脱氮工艺中进水流量分配、每一段中缺氧区好氧区容积比以及脱氮效率的影响.将进水总氮浓度恒定为42mg/L(凯氏氮浓度为40mg/L),以比较出水总氮浓度.结果表明,在一定C/N条件下,通过调整进水流量分配和每一段缺氧区与好氧区容积比可达到高于95%的总氮去除率.同时污泥体积指数也会随着进水流量分配系数的升高而增大.出水总氮浓度主要是由进水流量分配所决定,每一段中缺氧区好氧区的容积比影响不大. 相似文献
992.
往复隔板絮凝池流场数值模拟及混凝效果分析 总被引:7,自引:0,他引:7
对往复隔板絮凝池内的流场进行了数值模拟 ,并根据絮凝池的工作特征分析了水流状态对混凝效果的影响。结果表明絮凝池转弯处过水断面面积A_1 与廊道过水断面面积A_2 的比值A =A_1 / A_2 ,这一影响流场紊流动能的设计参数的最佳范围是 1 2~ 1 5。按此设计参数设计的往复隔板絮凝池模型的混凝反应效率是比较理想的。 相似文献
993.
A~2/O法应用于酒店污水处理工程的实例 总被引:2,自引:0,他引:2
某酒店污水处理工程设计规模 80 0m3 d ,进水CODCr2 50~ 30 0mg L ,BOD51 50~ 1 0 0mg L ,SS 1 4 0~ 1 2 0mg L ,氨氮2 5mg L ,动植物油 50mg L。采用处理工艺 ,2年来的运行效果显示 ,出水水质稳定达到广东省《水污染物排放限值》(DB4 4 2 6 2 0 0 1 )第二时段第一级标准。 相似文献
994.
995.
城市污水污泥中PCBs的分析及其QA/QC研究 总被引:6,自引:0,他引:6
采用正己烷/丙酮混合萃取剂索氏提取污泥,浓硫酸洗涤和硅胶层析柱净化分离出纯净的PCBs,以毛细管GC-ECD和内标法对PCBs定量,并进行了QA/QC研究.以实际城市污水污泥作为加标基质,方法的检测限为0·92—2·82ng·g-1(干重),19种PCBs同族体的回收率为54·2—140·6%,相对标准偏差为6·5—15·3%,满足US EPA对PCBs回收率的要求.经过3次平行分析,城市污水污泥中含有12种PCBs,PCBs总量的平均值为115·73ng·g-1(干重),相对标准偏差为9·57%. 相似文献
996.
997.
在LabWindows/CVI环境下,提出了基于PCDAQmx数据采集卡(6014)的伺服阀测试系统实现的原理与方法,并研究了伺服阀参数指标的算法.重点介绍了关键功能实现的方法,如流量特性曲线的测量及拟合算法、实现频率特性测试的关键技术及算法以及硬件接线自动控制的实现方法. 相似文献
998.
Gary S. Johnson Bryce A. Contor Donna M. Cosgrove 《Journal of the American Water Resources Association》2008,44(1):27-36
Abstract: Water right transfers are one of the basic means of implementing changes in water use in the highly appropriated water resource systems of the western United States. Many of these systems are governed by the Prior Appropriation Doctrine, which was not originally intended for application to ground‐water pumping and the conjunctive management of ground water and surface water, and thus creates an administrative challenge. That challenge results from the fact that ground‐water pumping can affect all interconnected surface‐water bodies and the effects may be immeasurably small relative to surface water discharge and greatly attenuated in time. Although we may have the ability to calculate the effects of ground‐water pumping and transfers of pumping location on surface‐water bodies, mitigating for all the impacts of each individual transfer is sufficiently inefficient that it impedes the transfer process, frustrates water users, and consequently inhibits economic development. A more holistic approach to ground‐water right transfers, such as a ground‐water accounting or banking scheme, may adequately control transfer third‐party effects while reducing mitigation requirements on individual transfers. Acceptance of an accounting scheme can accelerate the transfer process, and possibly reduce the administrative burden. 相似文献
999.
Richard J. Horwitz Thomas E. Johnson Paul F. Overbeck T. Kevin O’Donnell W. Cully Hession Bernard W. Sweeney 《Journal of the American Water Resources Association》2008,44(3):724-741
Abstract: The joint influences of riparian vegetation and urbanization on fish assemblages were analyzed by depletion sampling in paired forested and nonforested reaches of 25 small streams along an urbanization gradient. Nonforested reaches were narrower than their forested counterparts, so densities based on surface area differ from linear densities (based on reach length). Linear densities (based on number or biomass of fish) of American eel, white sucker and tesselated darter, and the proportion of biomass of benthic invertivores were significantly higher in nonforested reaches, while linear densities of margined madtom and the number of pool species were significantly higher in forested reaches. Observed riparian effects may reflect differences in habitat and algal productivity between forested and nonforested reaches. These results suggest that relatively small‐scale riparian restoration projects can affect local geomorphology and the abundance of fish. Dense vegetative cover in riparian zones and similar or analogous habitats in both forested and nonforested reaches, the relatively small scale of the nonforested reaches, and the low statistical power to detect differences in abundance of rare species may have limited the observed differences between forested and nonforested reaches. There was a strong urbanization gradient, with reductions of intolerant species and increases of tolerant species and omnivores with increasing urbanization. Interactions between riparian vegetation type and urbanization were found for blacknose dace, creek chub, tesselated darter, and the proportion of biomass of lithophilic spawners. The study did not provide consistent support for the hypotheses that responses of fish to riparian vegetation would be overwhelmed by urban degradation or insignificant at low urbanization. 相似文献
1000.
The photocatalytic degradation of dimethyl phthalate (DMP) in aqueous TiO2 suspension under UV illumination has been investigated using oxygen (O2) and ferrate (Fe(VI)) as electron acceptors. The experiments demonstrated that Fe(VI) was a more effective electron acceptor than O2 for scavenging the conduction band electrons from the surface of the catalyst. Some major intermediate products from DMP degradation were identified by HPLC and GC/MS analyses. The analytical results identified dimethyl 3-hydroxyphthalate and dimethyl 2-hydroxyphthalate as the two main intermediate products from the DMP degradation in the TiO2–UV–O2 system, while in contrast phthalic acid was found to be the main intermediate product in the TiO2–UV–Fe(VI) system. These findings indicate that DMP degradation in the TiO2–UV–O2 and TiO2–UV–Fe(VI) systems followed different reaction pathways. An electron spin resonance analysis confirmed that hydroxyl radicals existed in the TiO2–UV–O2 reaction system and an unknown radical species (most likely an iron–oxo species) is suspected to exist in the TiO2–UV–Fe(VI) reaction system. Two pathway schemes of DMP degradation in the TiO2–UV–O2 and TiO2–UV–Fe(VI) reaction systems are proposed. It is believed that the radicals formed in the TiO2–UV–O2 reaction system preferably attack the aromatic ring of the DMP, while in contrast the radicals formed in the TiO2–UV–Fe(VI) reaction systems attack the alkyl chain of DMP. 相似文献