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71.
填充床快速启动厌氧氨氧化反应器及其脱氮性能研究 总被引:8,自引:4,他引:4
以城市污水厂二沉池污泥为种泥,以悬浮填料填充床生物膜反应器为厌氧氨氧化(ANAMMOX)反应器,采用高负荷培养法和好氧预挂膜低负荷培养法分别培养与富集厌氧氨氧化菌,并研究其脱氮性能.结果表明,好氧预挂膜低负荷培养法可以在较短时间内(90 d左右)快速启动厌氧氨氧化反应器,稳定期反应器出水氨氮和亚硝氮保持稳定,去除率均接近100%,总氮去除率在75%以上,高负荷培养法因高浓度氨氮和亚硝氮的抑制作用而启动失败(190d).启动过程中pH变化表明,厌氧氨氧化反应器出水pH略高于进水,pH值可用作厌氧氨氧化反应器启动进程的指示参数.上流式厌氧填充床ANAMMOX反应器具有高负荷和高效率的优点,当反应器进水氨氮和亚硝氮浓度低于800 mg/L时,其去除率几乎达100%,低于国家一级标准. 相似文献
72.
本文研究了富集柱类型、富集温度和色谱操作条件等因素对二次富集气相色谱法测定环境中痕量PH3的影响,并将其应用于青岛大气和东海陆架沉积物中PH3的测定,取得了较为满意的结果.该方法具有操作简单、灵敏度高、分析速度快、干扰少等优点,其检测限为0.02 pg、精密度2.0%、线性范围为0.56 pg~5.6 ng.用此方法测定了冬季东海大陆架表层沉积物中PH3含量为(0.51~23.10)×10-9,其分布明显受到人类活动的影响,研究结果还表明东海沉积物中的PH3是海洋中磷的潜在来源之一;青岛崂山大气中PH3日变化趋势说明大气中PH3明显受光照的影响. 相似文献
73.
74.
固定床电化学反应器处理含铜废水研究 总被引:11,自引:0,他引:11
砩用一维反应器模型设计的固定床电化学反应器,对模拟含铜离子废水的处理进行了研究。实验表明,该反应器可用于处理含低铜离子废水,处理后既可回收有用Cu,又可使废水达到国家排放标准(≤10^-6)。讨论了Cu^2+的进口浓度、操作温度、操作电压、流体流速、处理注入电导率及反应器填充材料对处理过程的影响。依据实验室的操作对该处理过程进行了初步经济估价。 相似文献
75.
76.
为了兼顾钢筋混凝土(RC)柱抗剪承载力分析的计算精度和简便性,研究建立了一种基于力学机制的RC柱抗剪承载力简化模型。首先基于变角桁架-拱模型理论,结合变角桁架模型的力平衡条件以及变角桁架模型和拱模型之间的变形协调条件,建立了RC柱抗剪承载力分析的理论模型;然后利用38组试验数据进行统计分析,分别确定了混凝土、箍筋和拱模型的抗剪承载力贡献系数近似取值,在此基础上建立了R C柱抗剪承载力分析的简化模型;最后通过与试验数据进行对比分析,验证了该模型的计算精度和适用性。分析结果表明,该模型不仅可以合理分析混凝土、箍筋和拱作用的抗剪承载力贡献,具有较高的计算精度,而且计算公式较为简洁。 相似文献
77.
利用瓦里关全球本底站和番禺气象局地面观测的CO2浓度资料对SCIAMACHY反演得到的对流层CO2产品进行验证.结果显示:SCIAMACHY产品能较好地反映对流层CO2的分布状况,在珠三角地区反演和观测的残差为1.29×10-6,相关系数为0.69,可用于分析区域对流层CO2的时空分布特征.利用2003~2009年SCIAMACHY观测资料分析研究显示:广东地区对流层CO2柱浓度最高值出现在春季,最低值出现在夏季,浓度年均值和年增长率分别为384.84′10-6和1.53′10-6/a,大于全球和我国同期的观测结果;粤东、粤西、粤北和珠三角地区的浓度均在春、冬季显著高于夏季、秋季 ,相同季节内各区域之间的差异不显著;粤西地区CO2柱浓度的年增长率最高,为1.82′10-6/a,珠三角和粤东地区的年增长率相当,分别为1.65,1.64′10-6/a,粤北地区的年增长率最低,为1.61′10-6/a. 相似文献
78.
The efficiency of chir pine sawdust (CPS) for adsorptive removal of the dyes, congo red (CR) and basic violet 1 (BV), from aqueous solution was evaluated using batch and column studies. The equilibrium was attained in 60 min for CR and 45 min for BV. The adsorption of BV obeyed the Langmuir isotherm model while the Freundlich isotherm fitted the equilibrium data of CR adsorption. The Langmuir monolayer adsorption capacities (Qo) of CPS for BV and CR were 11.3 and 5.8 g kg?1, respectively. The kinetic data for CR were best fitted to the Lagergren pseudo-first-order model and for BV to the pseudo-second-order model. The intra-particle diffusion was found to be the rate-controlling step for CR adsorption, while the adsorption kinetics of BV were controlled by both intra-particle and liquid-film diffusion. The thermodynamic parameters indicated that the adsorption process was spontaneous and endothermic in nature. The adsorption activation energy (Ea) for CR (124 kJ mol?1) implied chemical adsorption while that for BV (5.4 kJ mol?1) indicated physical adsorption. An increase in the Thomas model constant (KTh) with increasing flow indicated that for both dyes the mass transport resistance decreased during adsorption. Thus, CPS may be an efficient low-cost adsorbent for decolorization of dye-containing wastewaters. 相似文献
79.
David T. Welsh 《Chemistry and Ecology》2013,29(5):321-342
Benthic macrofaunal populations through their feeding, bioturbation, burrow construction and sediment irrigation activities have profound influences on organic matter inputs to marine sediments (biodeposition) and on the vertical distribution of deposited organic matter within the sediment. These effects in turn influence the rates and pathways of organic matter mineralisation, and element cycles. Similarly, bioturbation, burrow construction and burrow irrigation are major determinants of sediment-water column fluxes of oxygen and nutrients. In this review, I discuss the influences of the different benthic macrofaunal feeding (functional) groups on mineralisation processes and sediment-water column fluxes of particulate and dissolved nutrients. How these effects influence diagenic processes, the balance between aerobic and anaerobic processes, and the redox status of the surficial sediments. Finally, I discuss some of the limitations of the predominantly laboratory techniques which have been used to study “macrofaunal effects” and how this hinders the inclusion of the effects in quantitative sediment biogeochemical models. 相似文献
80.
J. S. Bonner A. N. Ernest D. S. Hernandez R. L. Autenrieth 《Chemistry and Ecology》2013,29(1-4):139-159
Abstract Sewage sludge from four publicly-owned treatment works was sampled and characterized in terms of parameters affecting transport at the 106-mile deep ocean disposal site as part of the US Environmental Protection Agency's site monitoring programme. Samples from treatment plants in Passaic Valley, Rahway, and Elizabeth, New Jersey and New York City were characterized in terms of dynamic size distribution, suspended solids and density. the transport characteristics of sludge particles were measured using a 2 metre computer-interfaced laboratory settling column. Experiments were conducted at constant salinity (35 ppt) while varying hydrodynamic mixing, sludge type and concentration using a modified factorial experimental design. Hydrodynamic power dissipation was varied so that the vertical dispersion and rms fluid shear rate ranged between 0-6 cm2S?1 and 0-30s?1 respectively. Results indicate that at least 80% of suspended sludge particles will eventually settle under mixed conditions. the average settling velocities ranged between 0.05-4.05 × 10-3 cm s-1. Shear rates above 15 s?1 inhibited sludge settling due to aggregate breakup and boundary effects, but at a lower shear rate, differential settling and fluid shear were the dominant transport mechanisms. Sludge dilution (1/500-1/5000) had a limited effect on the settling rate. Results from this study can be used to calibrate particle transport models to determine the fate of sludge disposed at an ocean disposal site. 相似文献