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961.
采用自制的好厌氧堆肥综合反应器系统进行厌氧堆肥实验。堆肥物料质量比为:污泥∶木屑∶聚丙稀酸钠(PAAS)=1∶0.15∶0.01,活性干酵母粉以50 mL/5 g的比例用5%生理盐水稀释后,按照5 g酵母粉/kg物料的比例掺入上述混合堆料中。研究表明,采用新型反应系统用于厌氧堆肥,能在21 d内完成一个堆肥周期,且堆肥过程各指标变化规律性强,堆肥效果稳定。  相似文献   
962.
本文以实际猪场沼气废水为研究对象,以ASBR为反应器,接种厌氧消化污泥培养厌氧氨氧化细菌,厌氧氨氧化阶段成功启动后,研究了厌氧氨氧化脱氮最佳运行工艺。试验研究表明,厌氧氨氧化反应适宜的温度在35(±1)℃之间,适宜的pH在7.5—8.0之间,HRT选用24h。当达到最佳运行参数时,NH4+-N的去除率达到87.6%,NO2- -N的去除率达到99.96%。  相似文献   
963.
The main objective of this paper was to perform a preliminary comparative study between chemical and electrochemical coagulation processes, both followed by flocculation and sedimentation of an effluent from an upflow anaerobic sludge blanket (UASB) reactor treating simulated wastewater from an unbleached Kraft pulp mill. The electrochemical treatment removed up to 67% (with aluminum electrodes) and 82% (with stainless-steel electrodes) of the remaining chemical oxygen demand (COD) and 84% (stainless steel) and 98% (aluminum) of the color in the wastewater. These efficiencies were achieved with an energy consumption ranging from 14 to 20 Wh l(-1). The coagulation-flocculation treatment with ferric chloride and aluminum sulfate removed up to 87% and 90% of COD and 94% and 98% of color, respectively. The addition of a high molecular weight cationic polymer enhanced both COD and color removal efficiencies. The two post-treatment processes proved to be technically feasible; however the economical feasibility could not be assessed since the experiments were performed with small reactors that could distort scale factors.  相似文献   
964.
Domestic wastewater contains a considerable amount of pathogenic organisms besides non-biodegradable organics. The conventional technologies followed for the treatment of domestic wastewater are less efficient in removing pathogenic organisms despite substantial removal of dissolved organics. The focal theme of the present investigation was to use a chemo-autotrophic activated carbon oxidation (CAACO) system, an immobilized cell reactor using chemoautotrophs (Bacillus sp.) for the treatment of domestic wastewater. The oxidation of organics and Escherichia coli in wastewater is controlled by the parameters space time, O(2)/COD, bed height and cod loading. The scheme comprised of anaerobic treatment, sand filtration and CAACO treatment removed BOD. COD, Total organic carbon (TOC), dissolved protein, total Kjeldhal nitrogen (TKN) and bacterial count (most probable number (MPN)) by 81%, 92%, 84%, 94%, 93% and 99.9997%, respectively. The low concentration of E. coli in the CAACO-treated wastewater was completely eliminated through UV irradiation in 3 min at 254 nm.  相似文献   
965.
Biosorption of zinc (II) ions onto pre-treated powdered waste sludge (PWS) was investigated using a completely mixed tank operating in fed-batch mode instead of an adsorption column. Experiments with variable feed flow rate (0.05-0.5 L h(-1)), feed Zn(II) ion concentrations (37.5-275 mg L(-1)) and amount of adsorbent (1-6 g PWS) were performed using fed-batch operation at pH 5 and room temperature (20-25 degrees C). Break-through curves describing variations of aqueous (effluent) zinc ion concentrations with time were determined for different operating conditions. Percent zinc removal from the aqueous phase decreased, but the biosorbed (solid phase) zinc ion concentration increased with increasing feed flow rate and zinc concentration. A modified Bohart-Adams equation was used to determine the biosorption capacity of PWS (q'(s)) and the rate constant (K) for zinc ion biosorption. Biosorption capacity (q'(s)=57.7 g Zn kg(-1) PWS) of PWS in fed-batch operation was found to be comparable with powdered activated carbon (PAC) in column operations. However, the adsorption rate constant (K=9.17 m(3) kg(-1) h(-1)) in fed-batch operation was an order of magnitude larger than those obtained in adsorption columns because of elimination of mass transfer limitations encountered in the column operations. Therefore, a completely mixed tank operated in fed-batch mode was proven to be more advantageous as compared to adsorption columns due to better contact between the phases yielding faster adsorption rates.  相似文献   
966.
ABR成熟颗粒污泥的分形特征与尺度效应   总被引:6,自引:2,他引:4  
建立了基于SEM照片研究ABR成熟颗粒污泥分形特征的操作程序,采用Photoshop、Newscan和Fips程序对该图形进行处理和分形维数计算.颗粒污泥的计盒维数值处于1.85以上,第3格室和第5格室形成的颗粒污泥较为致密.不同格室颗粒污泥边界的计盒维数的值在1.10左右,表明它们的边界或表面是不规则的,而且第1格室和第5格室形成的颗粒污泥的表面不规则程度高一些.颗粒污泥边界的圆规维数计算结果也表明其表面是不规则的,而且每一个颗粒污泥都存在2个分形维数的尺度区间,有的区间跨度达一个数量级.另外,不同的计算维数的方法会导致结果的差异.建立不同尺度域下的分形维数与颗粒污泥的组成、结构及物化特征的关系将具有重要意义.  相似文献   
967.
对内循环厌氧(IC)反应器的探讨   总被引:1,自引:0,他引:1  
IC反应器是在UASB反应器的基础上发展起来的第3代厌氧反应器,它具有效率高、能耗低、投资少、占地省等优掌。详细分析了IC反应器的一些特性,并介绍了一种由我国研究者自行研制开发的内循环厌氧反应器——多级内循环厌氧(MIC)反应器。  相似文献   
968.
污染环境重金属酶抑制法快速检测技术研究进展   总被引:19,自引:0,他引:19  
综述了酶抑制法快速检测环境重金属的原理和方法,介绍了脲酶抑制法及其与之相结合的酶传感器、试剂条、量热计、比色法等痕量重金属快速检测新技术,提出了今后的研究方向.  相似文献   
969.
The safety assessment of an accident in the lunar base power plant is investigated for the stability of the operation. The lunar surface reactor is modeled for this study. The accident of cooling loop failure (ACLF) is one of the important scenarios for the virtual case in the moon nuclear power plant (NPP). The newly designed lunar nuclear power reactor (LNPR) is suggested for the commercial purpose. The system dynamics (SD) is used for the simulation of the safety assessment. The cyclic variation of the lunar surface temperature can affect to the physical situation of the coolant, which is expressed by the time step. The result shows the performance possibility of the long term cooling increases slightly in the short period of the time step. The dynamical simulation of the lunar environment is performed for the conceptual design of the NPP.  相似文献   
970.
• Cu2O NPs/H2O2 Fenton process was intensified by membrane dispersion. • DMAc removal was enhanced to 98% for initial DMAc of 14000 mg/L. • Analyzed time-resolved degradation pathway of DMAc under ·OH attack. High-concentration industrial wastewater containing N,N-dimethylacetamide (DMAc) from polymeric membrane manufacturer was degraded in Cu2O NPs/H2O2 Fenton process. In the membrane-assisted Fenton process DMAc removal rate was up to 98% with 120 min which was increased by 23% over the batch reactor. It was found that ·OH quench time was extended by 20 min and the maximum ·OH productivity was notably 88.7% higher at 40 min. The degradation reaction rate constant was enhanced by 2.2 times with membrane dispersion (k = 0.0349 min1). DMAc initial concentration (C0) and H2O2 flux (Jp) had major influence on mass transfer and kinetics, meanwhile, membrane pore size (rp) and length (Lm) also affected the reaction rate. The intensified radical yield, fast mass transfer and nanoparticles high activity all contributed to improve pollutant degradation efficiency. Time-resolved DMAc degradation pathway was analyzed as hydroxylation, demethylation and oxidation leading to the final products of CO2, H2O and NO3 (rather than NH3 from biodegradation). Continuous process was operated in the dual-membrane configuration with in situ reaction and separation. After five cycling tests, DMAc removal was all above 95% for the initial [DMAc]0 = 14,000 mg/L in wastewater and stability of the catalyst and the membrane maintained well.  相似文献   
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