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391.
悬浮载体生物膜反应器修复受污染河水试验研究 总被引:5,自引:0,他引:5
利用自行开发的悬浮载体生物膜反应器 (SCBR)进行了修复受污染河水的试验 ,考察了水力停留时间对CODCr和氨氮去除效果的影响 .试验结果表明 ,在水温为 15~ 2 0℃ ,进水CODCr为 70~ 10 0mg/L ,进水氨氮为 8~ 2 0mg/L的条件下 ,反应器水力停留时间采用 1 0h时 ,SCBR反应器可以有效去除河水中的CODCr和氨氮 ,其中对CODCr的平均去除率可以达到 5 6 9% ,对氨氮的平均去除率可以达到 76 0 % . 相似文献
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农场供水是一种特殊给水,供水管道中的“结垢”现象是处理的难题,本文在调查分析的基础上,比较几种处理方法,提出药剂软化法,并施以相应的工程,使其达标排放。 相似文献
395.
对土壤中常见的三种粘土矿物对Pb2+的吸附作用及其主要影响因素进行了探讨。结果表明,三种粘土矿物对Pb2+的吸附能力顺序为:蒙脱石>伊利石>高岭石。蒙脱石对Pb2+的吸附受pH的强烈影响,pH高有利于对Pb2+的吸附。与蒙脱石形成复合体形式的有机化合物的存在不利于蒙脱石对Pb2+的吸附。 相似文献
396.
Arsenic, a carcinogenic trace element, threatens not only the health of millions of humans and other living organisms, but also global sustainability. We present here, for the first time, the global industrial-age cumulative anthropogenic arsenic production and its potential accumulation and risks in the environment. In 2000, the world cumulative industrial-age anthropogenic arsenic production was 4.53 million tonnes. The world-wide coal and petroleum industries accounted for 46% of global annual gross arsenic production, and their overall contribution to industrial-age gross arsenic production was 27% in 2000. Global industrial-age anthropogenic As sources (as As cumulative production) follow the order: As mining production >As generated from coal >As generated from petroleum. The potential industrial-age anthropogenic arsenic input in world arable surface in 2000 was 2.18 mg arsenic kg–1, which is 1.2 times that in the lithosphere. The development of substitute materials for arsenic applications in the agricultural and forestry industries and controls of arsenic emissions from the coal industry may be possible strategies to significantly decrease arsenic pollution sources and dissipation rates into the environment. 相似文献
397.
目的合成碳氮结构空心管材料,用于稀土矿山开采中放射性钍离子的吸附去除,方法通过三聚氰胺和三聚氰酸超分子自组装,经水热碳化及高温热解,制备碳氮结构空心管材料.采用SEM、XRD等对材料进行表征.在不同热解温度和pH值下进行钍离子吸附实验,比较不同钍离子的初始浓度和吸附时间下吸附容量的差异.结果600℃时,材料形貌为均匀的中空管状结构;pH=3.5,热解温度为800℃时,材料最大吸附容量达到133.87 mg/g,吸附过程符合Langmuir等温吸附模型且遵从准二级动力学规律.结论碳氮结构空心管材料对钍离子具有良好的吸附效果,有望用于稀土开采过程中产生的放射性废钍离子的去除. 相似文献
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Xiaofei Sun Yi Qi Bimin Mao Lei Yu Peijia Tang 《Journal of the Air & Waste Management Association (1995)》2019,69(4):391-401
Signalized intersections have been identified as vehicle emission hotspots, where drivers decelerate, idle, and accelerate their vehicles in response to signal changes. Advanced traffic signal status warning systems (ATSSWSs) can be applied to reduce traffic emissions at intersections by mitigating unnecessary braking and acceleration. In this study, two types of ATSSWSs, variable message sign (VMS) based and vehicle-to-infrastructure (V2I) based, were designed, and their environmental effectiveness was evaluated through driving simulator-based experiments. Three scenarios were designed and tested: (1) baseline without an ATSSWS, (2) with the VMS-based ATSSWS, and (3) with the V2I-based ATSSWS. The Motor Vehicle Emission Simulator model was used to evaluate and compare the environmental effectiveness of these two types of ATSSWSs. The results indicate that the proposed ATSSWSs can reduce traffic emissions at signalized intersections. In particular, the V2I-based ATSSWS can substantially reduce CO2, NOx, CO, and HC emissions. The results will help transportation practitioners with implementing advanced driver information systems and decision making on emission reduction policies.
Implications: Signalized intersection has been identified as one of hottest spots for vehicle emissions where signal control causes vehicles to frequently decelerate, idle, and accelerate. Advanced Traffic Signal Status Warning Systems (ATSSWS) can be applied to reduce traffic emission at intersections by decreasing vehicles’ unnecessary brakes and accelerations. The results of this study will assist transportation practitioners in implementing advanced driver information systems and making decisions on emission reduction policies. 相似文献
400.
Three dye solutions, namely, C.I. Acid Yellow 17, C.I. Basic Blue 3, and C.I. Basic Red 2, were treated in an upflow anaerobic sludge blanket (UASB) reactor followed by a semi-continuous aerobic activated sludge tank. When hydraulic retention time was about 12 hours, no significant color removal was observed in the aerobic stage. In the anaerobic stage, Acid Yellow 17, Basic Blue 3, and Basic Red 2 were removed by 20%, 72%, and 78%, respectively. To treat wastewater from a dye manufacturing factory with COD concentration of 1200 mg/l and Color of 500 degree (dilution factor), an UASB reactor (4.5 liters) and an activated sludge tank (5 liters, adjustable), COD and color were removed by more than 83% and 90% at a COD loading rate of 5.3 kg COD/m3-day in the anaerobic stage, and at the hydraulic retention time of 6-10 hours for the anaerobic stage and 6.5 for the aerobic stage. The anaerobic stage of the A/O system removes both color and COD. In addition, it also improves biodegradability of dyes for further aerobic treatment. 相似文献