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961.
紫外消毒技术相对于氯化法消毒,能够快速、有效地去除污水中粪大肠杆菌,操作简单方面,无副产物生成,对周围环境和人员安全可靠,在中国许多污水处理厂都已取代氯化法消毒并广泛应用。阐述了紫外消毒和微生物光复活现象的原理,并通过大量试验来研究紫外消毒技术去除粪大肠杆菌的效果,及经紫外消毒后出水中粪大肠杆菌光复活现象对紫外消毒效果的影响,提出可采用出水避光排放、增加紫外照射剂量、延长照射时间等方法来控制微生物光复活现象。 相似文献
962.
963.
A laboratory scale test was conducted in a combined membrane process (CMP) with a capacity of 2.91 m3/d for 240 d to
treat the mixed wastewater of humidity condensate, hygiene wastewater and urine in submarine cabin during prolonged voyage.
Removal performance of chemical oxygen demand (COD), ammonia nitrogen (NH4
+-N), turbidity and anionic surfactants (LAS)
was investigated under di erent conditions. It was observed that the e uent COD, NH4
+-N, turbidity and LAS flocculated in ranges of
0.19–0.85 mg/L, 0.03–0.18 mg/L, 0.0–0.15 NTU and 0.0–0.05 mg/L, respectively in spite of considerable fluctuation in corresponding
influent of 2120–5350 mg/L, 79.5–129.3 mg/L, 110–181.1NTU and 4.9–5.4 mg/L. The e uent quality of the CMP could meet the
requirements of mechanical water and hygiene water according to the class I water quality standards in China (GB3838-2002). The
removal rates of COD, NH4
+-N, turbidity and LAS removed in the MBR were more than 90%, which indicated that biodegradation
is indispensable and plays a major role in the wastewater treatment and reuse. A model, built on the back propagation neural network
(BPNN) theory, was developed for the simulation of CMP and produced high reliability. The average error of COD and NH4
+-N was
5.14% and 6.20%, respectively, and the root mean squared error of turbidity and LAS was 2.76% and 1.41%, respectively. The results
indicated that the model well fitted the laboratory data, and was able to simulate the removal of COD, NH4
+-N, turbidity and LAS. It
also suggested that the model proposed could reflect and manage the operation of CMP for the treatment of the mixed wastewaters in
submarine. 相似文献
964.
965.
通过将玉米淀粉与氢氧化钠、三氯化铝和无水碳酸钠在恒温磁力搅拌器上搅拌、加热,使得玉米淀粉改性,制得改性淀粉絮凝剂,并研究了改性淀粉絮凝剂对含油废水的处理效果.试验结果显示,在搅拌速度与时间分别为快搅速度200 r/min,快搅时间0.5 min;慢搅速度100 r/min,慢搅时间3 min的情况下,使用改性淀粉絮凝剂处理含油废水时,COD去除率为77.94%、石油类去除率为61.2%、透光率为62.7%、SS去除率为79.96%;最佳反应条件为:投药量为12 mg/L、温度为5~30℃、pH值为6-8. 相似文献
966.
Evaluation of mercury speciation and removal through air pollution control
devices of a 190 MW boiler 总被引:1,自引:0,他引:1
Chengli Wu Yan Cao Zhongbing Dong Chinmin Cheng Hanxu Li Weiping Pan 《环境科学学报(英文版)》2010,22(2):277-282
Air pollution control devices (APCDs) are installed at coal-fired power plants for air pollutant regulation. Selective catalytic reduction
(SCR) and wet flue gas desulfurization (FGD) systems have the co-benefits of air pollutant and mercury removal. Configuration
and operational conditions of APCDs and mercury speciation a ect mercury removal e ciently at coal-fired utilities. The Ontario
Hydro Method (OHM) recommended by the U.S. Environmental Protection Agency (EPA) was used to determine mercury speciation
simultaneously at five sampling locations through SCR-ESP-FGD at a 190 MW unit. Chlorine in coal had been suggested as a factor
a ecting the mercury speciation in flue gas; and low-chlorine coal was purported to produce less oxidized mercury (Hg2+) and more
elemental mercury (Hg0) at the SCR inlet compared to higher chlorine coal. SCR could oxidize elemental mercury into oxidized
mercury when SCR was in service, and oxidation e ciency reached 71.0%. Therefore, oxidized mercury removal e ciency was
enhanced through a wet FGD system. In the non-ozone season, about 89.5%–96.8% of oxidized mercury was controlled, but only
54.9%–68.8% of the total mercury was captured through wet FGD. Oxidized mercury removal e ciency was 95.9%–98.0%, and there
was a big di erence in the total mercury removal e ciencies from 78.0% to 90.2% in the ozone season. Mercury mass balance was
evaluated to validate reliability of OHM testing data, and the ratio of mercury input in the coal to mercury output at the stack was from
0.84 to 1.08. 相似文献
967.
Constructed wetland (CW) is the preferred means of controlling water quality because of its natural treatment mechanisms and
function as a secondary or tertiary treatment unit. CW is increasingly applied in Korea for secondary e uent of livestock wastewater
treatment. This study was conducted to recognize the characteristics of contaminants in the accumulated sediment at the bottom soil
layer and to reduce the phosphorus release from sediments of the free water surface CW for the treatment of secondary piggery
wastewater e uent from a livestock wastewater treatment facility. The results revealed that the dominant phosphorus existence types
at near the inlet of the CW were non-apatite phosphorus (59%) and residual phosphorus (32%) suggesting that most of the particles of
the influent are made up of inorganic materials and dead cells. Sediment accumulation is important when determining the long-term
maintenance requirements over the lifetime of CW. Continuous monitoring will be performed for a further assessment of the CW
system and design. 相似文献
968.
Low-cost, easy-maintenance and high-e ciency decentralized wastewater treatment technologies are urgently needed in rural areas
of China. Processes with high potential for phosphorus removal are of great interest. However, commonly used treatment methods often
do not meet the strict criteria for removing phosphorus from rural wastewater. In order to search an economic and simple technology
for phosphorus removal from the common bio-technologies e uent, seven soil types collected from di erent rural areas in China were
investigated for their ability to remove phosphorus. X-ray di raction (XRD) was used to analyse the mineral structure, and inductively
coupled plasma optical emission spectrometer (ICP-OES) was used to analyse the geochemical composition of the soil samples. Three
primary minerals – quartz, albite and montmorillonite – were clearly detected. The samples were divided into two soil types, acidic
soils and alkaline soils, based on their pH values. The geochemical composition study indicated that a higher percentage of Ca and Mg
occurred in alkaline soils (pH > 8) than in acidic soils (pH < 6.5). Adsorption isotherms from batch experiments fitted the Langmuir
and Freundlich models well, the maximum P adsorption capacities ranged from 0.256 to 1.598 mg P/g, indicating a high phosphorus
removal potential for all of these soils. The P fractions extracted revealed that the sum of NaOH-extracted inorganic P (NaOH-Pi) was
the major P component in the acidic soils, and CaCO3-bound phosphorus (Ca-P) in the alkaline soils. Dynamic adsorption simulation
showed that these soils have the ability to remove phosphorus from wastewater. 相似文献
969.
970.