共查询到20条相似文献,搜索用时 15 毫秒
1.
Qian YAO Hua ZHANG Jun WU Liming SHAO Pinjing HE 《Frontiers of Environmental Science & Engineering》2010,4(3):286-294
Batch biosorption experiments were conducted to remove Cr(III) from aqueous solutions using activated sludge from a sewage treatment plant. An investigation was conducted on the effects of the initial pH, contact time, temperature, and initial Cr(III) concentration in the biosorption process. The results revealed that the activated sludge exhibited the highest Cr(III) uptake capacity (120 mg·g−1) at 45°C, initial pH of 4, and initial Cr(III) concentration of 100 mg·L−1. The biosorption results obtained at various temperatures showed that the biosorption pattern accurately followed the Langmuir model. The calculated thermodynamic parameters, ΔGo (−0.8– −4.58 kJ·mol−1), ΔHo (15.6–44.4 kJ·mol−1), and ΔSo (0.06–0.15 kJ·mol−1·K−1) clearly indicated that the biosorption process was feasible, spontaneous, endothermic, and physical. The pseudo first-order and second-order kinetic models were adopted to describe the experimental data, which revealed that the Cr(III) biosorption process conformed to the second-order rate expression and the biosorption rate constants decreased with increasing Cr(III) concentration. The analysis of the values of biosorption activation energy (Ea = −7 kJ·mol−1) and the intra-particle diffusion model demonstrated that Cr(III) biosorption was film-diffusion-controlled. 相似文献
2.
Qingyun CHANG Jingwen ZHANG Xin DU Jingjun MA Jingci LI 《Frontiers of Environmental Science & Engineering》2010,4(2):187-195
A simple and efficient liquid-phase microextraction (LPME) technique was developed using ultrasound-assisted emulsification solidified floating organic drop microextraction (USAE-SFODME) combined with flame atomic absorption spectrometry, for the extraction and determination of trace copper in water samples. 1-(2-Pyridylazo)-2-naphthol (PAN) was used as chelating agent. Microextraction efficiency factors (including extraction solvent type, extraction volume, time, temperature, and pH), the amount of the chelating agent, and salt effect were investigated and optimized. Under the optimum extraction conditions, figures of merit of the proposed method were evaluated. The calibration graph was linear in the range of 20–600 mg·L−1 with a detection limit of 0.76 mg·L−1. The relative standard deviation (R.S.D) for ten replicate measurements of 20 and 400 mg·L−1 of copper was 3.83% and 2.65%, respectively. Finally, the proposed method was applied to tap water, river water, and sea water, and accuracy was assessed through the analysis of certified reference water or recovery experiments. 相似文献
3.
Perfluorinated compounds (PFCs) are ubiquitously distributed in the environment mainly as perfluoro-carboxylic acids (PFCAs) and perfluoroalkyl sulfonates (PFASs). In this paper, six PFCAs and two PFASs were quantified in surface and tap water samples from 12 sites around Lake Taihu near Shanghai City in East China. Predominant PFCs were perfluorooctanoic acid (PFOA) and perfluorooctane sulfonate (PFOS), of which the concentration ranges were 6.8–206 and 1.2–45 ng·L−1, the geometric means were 35.3 and 9.4 ng·L−1, and the median (quartile range) values were 31.4 (34.4) and 10.4 (10.7) ng·L−1, respectively. Other PFCs were also detected but in much lower concentrations than PFOA. The sources of the PFCs were expected to be direct industrial discharges in the Lake Taihu area, and this area was also a possible source of PFCs contaminations in Shanghai district in the downstream. PFCs distributions were found different in the upstream, downstream and north part of Lake Taihu. Occurrences of PFCs in the tap water in Lake Taihu area indicated their exposure to the local people. A brief estimation of the environmental risks by PFCs implied no acute or immediate risks from PFCs to local human health, but chronic risks from PFOA in the tap water should be considered in the downstream regions. 相似文献
4.
Jinghuan ZHANG Mengchang HE Chunye LIN Ke SUN Bin MEN John L. ZHOU 《Frontiers of Environmental Science & Engineering》2009,3(4):434-442
Black carbon (BC) in ten contaminated sediments from the Song-Liao watershed, NE China, was isolated upon treatments using a combustion method at 375°C, and the isolates’ sorption isotherms for phenanthrene (Phen) were determined. All sorption isotherms were nonlinear and fitted well by the Freundlich model. A negative relation was found between Freundlich sorption nonlinearity parameter (n values) and BC/total organic carbon (TOC) content of the original sediments (r2=0.687, p<0.01), indicating the dominance of BC in Phen sorption nonlinearity. The BC isolates from this industrialized region had n values of 0.342 to 0.505 and logKFOC values of 6.02 to 6.42(μg·kg−1·OC−1)/(μg·L−1) n for Phen. At a given Ce, the BC had higher Koc value than the original sediments, revealing a higher sorption capacity for BC. BC was responsible for 50.0% to 87.3% of the total sorption at Ce=0.05 Sw, clearly indicating the dominance of BC particles in overall sorption of Phen by sediments. 相似文献
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6.
Zhenyi ZHANG Chihiro INOUE Guanghe LI 《Frontiers of Environmental Science & Engineering》2010,4(3):329
The consequence of polycyclic aromatic hydrocarbons (PAHs) in the environment is of great concern. The hydrophobic properties of PAHs significantly impact phase distribution causing limited bioavailability. Enhanced biodegradation has been extensively carried out by surfactants and the redeployment effect was recognized. However, the quantitative relationship concerning the impact of solids was rarely reported. A batch of biphasic tests were carried out by introducing Mycobacterium vanbaalenii PYR-1 and hydroxypropyl-β-cyclodextrin (HPCD) into a mixture of phenanthrene solution and various glass beads (GB37-63, GB105-125, and GB350-500). The comparative results demonstrated that HPCD had little effect on microbial growth and was not degradable by bacterium. A model was proposed to describe the biodegradation process. The regression results indicated that the partition coefficient kd (1.234, 0.726 and 0.448 L·g−1) and the degradation rate k (0 mmol·L−1: 0.055, 0.094, and 0.112; 20 mmol·L−1: 0.126, 0.141, and 0.156; 40 mmol·L−1: 0.141, 0.156 and 0.184 d−1) were positively and negatively correlated with the calculated total surface area (TSA) of solids, respectively. Degradation enhanced in the presence of HPCD, and the enhancing factor f was calculated (20 mmol·L−1: 15.16, 40.01, and 145.5; 40 mmol·L−1: 13.29, 37.97, and 138.4), indicating that the impact of solids was significant for the enhancement of biodegradation. 相似文献
7.
Xia HUANG Kang XIAO Yuexiao SHEN 《Frontiers of Environmental Science & Engineering》2010,4(3):245-271
Since the introduction of the membrane bioreactor (MBR) in China in the early 1990s, remarkable progress has been achieved on the research and application of this technology. China has now become one of the most active fields in the world in this regard. This review outlines the development of MBR-based processes in China and their performance of treating municipal and industrial wastewaters. Since membrane fouling is a critical operational problem with MBR processes, this paper also proposes updated understanding of fouling mechanisms and strategies of fouling control, which are mainly compiled from publications of Chinese researchers. As for the commercial application of MBR in the country, the latest statistics of large-scale MBR plants (>10000 m3·d−1) are provided, and the growth trend of total treatment capacity as well as its driving force is analyzed. 相似文献
8.
Yukun Zhang Shuying Wang Shengbo Gu Liang Zhang Yijun Dong Lei Jiang Wei Fan Yongzhen Peng 《Frontiers of Environmental Science & Engineering》2021,15(6):123
9.
Lu Ao Wenjun Liu Yang Qiao Cuiping Li Xiaomao Wang 《Frontiers of Environmental Science & Engineering》2018,12(6):9
10.
低碳氮比废水好氧颗粒污泥系统稳定性及微生物种群多样性研究 总被引:1,自引:0,他引:1
低碳氮比(C/N)废水处理是含氮废水处理中的难题之一.本实验在C/N为4:1和2:1(COD和NH4+-N浓度分别为400 mg·L-1和100 mg·L-1,400 mg·L-1和200 mg·L-1)条件下,考察好氧颗粒污泥系统对低碳氮比废水的处理效果、长期运行稳定性,研究C/N对好氧颗粒微生物结构变化的影响.研究结果表明,在C/N为4:1的废水中接种活性污泥培养好氧颗粒污泥,形成的颗粒沉降性能良好,MLSS为4.94 g·L-1,SVI30为40 mL·g-1,COD去除率90%以上,氨氮去除率接近100%.降低碳氮比,即C/N为2:1后,好氧颗粒的物理及硝化性能无明显变化,MLSS为11.38 g·L-1,SVI30/SVI5维持在1左右,COD去除率大于85%,氨氮去除率98%.碳氮比降低使颗粒微生物多样性减少,其中陶厄氏菌受影响较小,而硝化功能菌出现更替:噬氢菌、食酸菌、里德拜特氏菌消失,鞘氨醇单胞菌、束缚杆菌等成为优势菌种.实验表明,该低碳氮比条件下好氧颗粒污泥系统能够稳定运行,且具有优良的处理性能. 相似文献
11.
Siyu Chen Lee Blaney Ping Chen Shanshan Deng Mamatha Hopanna Yixiang Bao Gang Yu 《Frontiers of Environmental Science & Engineering》2019,13(4):59
12.
Mingxing GAO Yingying LI Hong YANG Yucheng GU 《Frontiers of Environmental Science & Engineering》2016,10(1):1-10
Pymetrozine is a selective insecticide with a unique chemical structure and mode to control hemipteran and homopteran. While pymetrozine has brought great benefits to crop production by killing insects, its residues in soil may have a detrimental effect on environment. Therefore, it is of great importance to investigate its behaviors in soil. In this study, the sorption and desorption of pymetrozine on six Chinese soils were investigated using a batch equilibrium approach to understand its mobile behavior in the soils. Both sorption and desorption isotherms of pymetrozine were in good agreement with the Freundlich model. The sorption coefficient KF varied between 3.37 and 58.32 mL∙g−1 and the sorption isotherms were nonlinear, with 1/n ranging from 0.57 to 0.91. A regression equation was proposed to predict the sorption of pymetrozine on six different soil samples: log KF = 4.3708 − 4.5709 × log (pH in 0.01mol·L−1 CaCl2) + 0.4700 × log OC% + 0.0057 × sand (%) + 0.0022 × CEC(clay), with R2 = 0.9982. The organic carbon content of soil positively affected the sorption of pymetrozine, but soil pH had a negative effect on the sorption. Additionally, effects of CaCl2 concentration, soil to solution ratio and pesticide form were investigated. The sorption was promoted with an increase in soil to solution ratio and a decrease in CaCl2 concentration. The possible variation of the five formulated products of pymetrozine was also investigated. 相似文献
13.
This investigation was carried out to establish a new domestic landfill gas (LFG) generation rate model that takes into account the impact of leachate recirculation. The first-order kinetics and two-stage reaction (FKTSR) model of the LFG generation rate includes mechanisms of the nutrient balance for biochemical reaction in two main stages. In this study, the FKTSR model was modified by the introduction of the outflow function and the organic acid conversion coefficient in order to represent the in-situ condition of nutrient loss through leachate. Laboratory experiments were carried out to simulate the impact of leachate recirculation and verify the modified FKTSR model. The model calibration was then calculated by using the experimental data. The results suggested that the new model was in line with the experimental data. The main parameters of the modified FKTSR model, including the LFG production potential (L0), the reaction rate constant in the first stage (K1), and the reaction rate constant in the second stage (K2) of 64.746 L, 0.202 d−1, and 0.338 d−1, respectively, were comparable to the old ones of 42.069 L, 0.231 d−1, and 0.231 d−1. The new model is better able to explain the mechanisms involved in LFG generation. 相似文献
14.
Kang XIAO Ying XU Shuai LIANG Ting LEI Jianyu SUN Xianghua WEN Hongxun ZHANG Chunsheng CHEN Xia HUANG 《Frontiers of Environmental Science & Engineering》2014,8(6):805-819
China has been the forerunner of large-scale membrane bioreactor (MBR) application. Since the first large-scale MBR (≥ 10 000 m^3·d^-1) was put into operation in 2006, the engineering implementation of MBR in China has attained tremendous development. This paper outlines the commercial application of MBR since 2006 and provides a variety of engineering statistical data, covering the fields of municipal wastewater, industrial wastewater, and polluted surface water treatment. The total treatment capacity of MBRs reached 1× 10^6 m^3·d^-1 in 2010, and has currently exceeded 4.5 × 10^6 m^3·d^-1 with -75% of which pertaining to municipal wastewater treatment. The anaerobic/anoxic/aerobie-MBR and its derivative processes have been the most popular in the large-scale municipal application, with the process features and typical ranges of parameters also presented in this paper. For the treatment of various types of industrial wastewater, the configurations of the MBR-based processes are delineated with representative engineering cases. In view of the significance of the cost issue, statistics of capital and operating costs are also provided, including cost structure and energy composition. With continuous stimulation from the environmental stress, political propulsion, and market demand in China, the total treatment capacity is expected to reach 7.5 × 10^6 m^3·d^-1 by 2015 and a further expansion of the market is foreseeable in the next five years. However, MBR application is facing several challenges, such as the relatively high energy consumption. Judging MBR features and seeking suitable application areas should be of importance for the long-term development of this technology. 相似文献
15.
Zecong Yu Keke Xiao Yuwei Zhu Mei Sun Sha Liang Jingping Hu Huijie Hou Bingchuan Liu Jiakuan Yang 《Frontiers of Environmental Science & Engineering》2022,16(6):80
16.
Yijing CHAN Meifong CHONG Chunglim LAW 《Frontiers of Environmental Science & Engineering》2015,9(2):334
Optimization of an integrated anaerobic-aerobic bioreactor (IAAB) treatment system for the reduction of organic matter (Chemical Oxygen Demand (COD), Biochemical Oxygen Demand (BOD) and Total Suspended Solids (TSS) concentrations) in Palm Oil Mill Effluent (POME) to legal standards with high methane yield was performed for the first time under thermophilic condition (50°C–55°C) by using response surface methodology (RSM). The experiments were conducted based on a central composite rotatable design (CCRD) with three independent operating variables, organic loading rates in anaerobic compartment (OLRan) and mixed liquor volatile suspended solids (MLVSS) concentration in anaerobic (MLVSSan) and aerobic compartments (MLVSSa). The optimum conditions for the POME treatment were determined as OLRan of 15.6 g COD·L-1·d-1, MLVSSan of 43100 mg·L-1, and MLVSSa of 18600 mg·L-1, where high aerobic COD, BOD and TSS removal efficiencies of 96.3%, 97.9%, and 98.5% were achieved with treated BOD of 56 mg·L-1 and TSS of 28 mg·L-1 meeting the discharge standard. This optimization study successfully achieved a reduction of 42% in the BOD concentrations of the final treated effluent at a 48% higher OLRan as compared to the previous works. Besides, thermophilic IAAB system scores better feasibility and higher effectiveness as compared to the optimized mesophilic system. This is due to its higher ability to handle high OLR with higher overall treatment efficiencies (more than 99.6%), methane yield (0.31 L CH4·g-1 CODremoved) and purity of methane (67.5%). Hence, these advantages ascertain the applicability of thermophilic IAAB in the POME treatment or even in other high-strength wastewaters treatment. 相似文献
17.
臭氧污泥减量过程中混合液各参数的变化 总被引:3,自引:0,他引:3
实验用污泥的初始浓度(MLSS)分别限定为4g/L、7g/L和11g/L,用以探讨不同浓度下臭氧氧化过程中COD、N和P浓度的变化。结果表明:臭氧氧化过程中,MLSS和MLVSS基本呈线性下降;臭氧对污泥细胞的溶解可以引起混合液中COD、N和P浓度的升高,升高速率受污泥浓度和臭氧浓度影响较大;TKN和硝态氮是N的主要存在形式,TKN和TN随时间均呈先增加后趋缓的变化规律;臭氧对氨氮和亚硝酸盐氮有较强的氧化能力,二者浓度均呈先增大后减小的规律;而硝酸盐氮呈一直增加趋势;臭氧对COD的氧化也很明显,表现为COD的增加速率随氧化时间的增加而不断降低;总磷的浓度基本呈线性增加,单位质量污泥的总磷释放量差异不大;臭氧对MLSS的彻底减量会引起臭氧溶胞利用率的降低,因此应该合理控制臭氧化反应的时间。 相似文献
18.
Xuehao Zhao Yinhu Wu Xue Zhang Xin Tong Tong Yu Yunhong Wang Nozomu Ikuno Kazuki Ishii Hongying Hu 《Frontiers of Environmental Science & Engineering》2019,13(4):55
19.
Robert D. ARTHUR Jagadish TORLAPATI Kyung-Hee SHIN Daniel K. CHA Yeomin YOON Ahjeong SON 《Frontiers of Environmental Science & Engineering》2014,8(3):386-393
Process control parameters influencing microbial perchlorate reduction via a flow-through zero-valent iron (ZVI) column reactor were investigated in order to optimize perchlorate removal from water. Mixed perchlorate reducers were obtained from a wastewater treatment plant and inoculated into the reactor without further acclimation. Examined parameters included hydraulic residence time (HRT), pH, nutrients requirement, and perchlorate reduction kinetics. The minimum HRT for the system was concluded to be 8 hr. The removal efficiency of 10 mg. L-1 influent perchlorate concentration was reduced by 20%-80% without control to the neutral pH (HRT = 8 hr). Therefore pH was determined to be an important parameter for microbial perchlorate reduction. Furthermore, a viable alternative to pH buffer was discussed. The microbial perchlorate reduction followed the first order kinetics, with a rate constant (K) of 0.761 hr-1. The results from this study will contribute to the implementation of a safe, cost effective, and efficient system for perchlorate reduction to below regulated levels. 相似文献
20.
Danyang Liu Johny Cabrera Lijuan Zhong Wenjing Wang Dingyuan Duan Xiaomao Wang Shuming Liu Yuefeng F. Xie 《Frontiers of Environmental Science & Engineering》2021,15(4):69