Granulation of gibbsite with inorganic binder and its ability to adsorb Mo(VI) from aqueous solution

In this study, we prepared a new adsorbent and evaluated its ability to adsorb Mo(VI). Gibbsite was granulated with colloidal alumina or colloidal silica. The amount of Mo(VI) adsorbed onto granular gibbsite with a binder, effect of contact time and pH on the adsorption of Mo(VI), and column experiments were investigated. The amount of Mo(VI) adsorbed was greater in the order of ST12 (colloidal silica, 12%)?相似文献   

印染污泥焚烧烟气污染控制案例分析

以广东省某两家印染厂的印染污泥焚烧项目为主要研究对象,从污泥处理技术路线、焚烧设备及烟气处理流程等各方面入手,对各厂印染污泥与煤混烧烟气中颗粒物、NOx、SO2、酸性气体(HF、HCl)和重金属等污染物的进行采样分析,并对各厂现有烟气污染物控制设施的运行效果进行调研,结果表明,布袋除尘的效果较为理想,除尘效率可达99%以上;使用印染废水作为吸收液的湿法脱硫技术对SO2及酸性气体的去除效果不理想;SNCR对NOx具有一定的去除效果,是一种较为经济、高效的脱硝技术;焚烧后,大部分重金属最终以飞灰的形式被除尘器去除,但仍有部分重金属如Hg在出口烟气中的浓度仍然很高,需要采取必要的措施控制烟气中的重金属. 此外,基于印染污泥焚烧实例分析,提出适于印染污泥与煤混烧烟气处理工艺流程.     

低DO微孔曝气变速氧化沟脱氮能力恢复效果分析

活性污泥法低温运行中的污泥膨胀主要是由丝状菌引起,微丝菌(M.Parvicella)则是污泥膨胀中的优势丝状菌.针对微孔曝气变速氧化沟中试系统中因低温引起的污泥严重膨胀及其污泥硝化能力降低的问题,采取增大曝气量快速培养污泥硝化菌含量,再逐渐增加A:O比为0,0.1,0.5,1.1,1.8提高反硝化能力,从而恢复污泥脱氮能力.在恢复期间,污泥絮体中的疏水性M.Parvicella附着于反硝化产生气体上,在选择池和氧化沟表面形成浮泥,对其进行去除,以减少絮体中丝状菌含量,提高硝化菌含量及其硝化能力.同时对不同微丝菌含量的污泥絮体(沟内混合液和表面浮泥)的硝化和反硝化速率进行测定,结果表明微丝菌含量高的活性污泥其硝化能力较弱,而快速反硝化能力较强,则对慢速和内源反硝化影响不大.进一步证明M.Parvicella也是除了DO浓度,水温和负荷之外影响活性污泥硝化能力和污泥沉降性能的重要因素之一.     

锅炉废气流化床污泥干化塔的热力计算与分析

利用锅炉尾部废烟气(120～190℃)干化市政污泥,降低污泥含水率可达到后继合理利用。从三方面对污泥干化进行了分析:1)干燥后污泥含水率与污泥处理量关系;2)入口烟温、流量与污泥处理量关系;3)干燥后烟气相对湿度影响因素分析。结果表明:提高入口烟温、流量,污泥出口含水率都可以提高污泥处理量,高入口烟温、流量下,污泥处理量受含水率的影响更大;污泥出口含水率高时,入口烟温提高使污泥处理量提高增大显著;入口烟气流量愈高,入口烟温提高对污泥处理量的增加愈大。干燥后烟气相对湿度与入口烟温有关,干燥之后的烟气的相对湿度离饱和状态较远,此温度范围内的出口烟气湿度还有较大的余量。     

液氮冻融破碎生物污泥制备生物絮凝剂

利用城市剩余生物污泥,采用液氮冻融破碎、提取液提取的方法制备了生物污泥絮凝剂。对絮凝剂的制备条件及其絮凝性能进行了研究,结果表明:采用液氮冻融破碎,pH为1.0的稀盐酸溶液作为提取液提取所制备的絮凝剂,对高岭土悬浮液的絮凝效率可达98.5%。液氮冻融破碎的次数对絮凝剂制备没有明显影响。同时考察了絮凝剂投加量以及絮凝体系的pH对絮凝剂絮凝活性的影响。     

g 辐照预处理促进剩余污泥发酵产氢的研究

为降低能耗,提高辐照技术的经济性,探讨了在0~9.5kGy范围内,γ辐照剂量对生活污水处理厂二沉池剩余污泥中耗氢菌的抑制效果和对发酵产氢的影响,建立了描述发酵产氢过程及辐照影响的动力学模型.结果表明,γ辐照剂量从0增加至9.5kGy时,污泥溶解率从0增加至4%,上清液中可检测出一定的蛋白质和多糖等物质,其中蛋白质中的氮素占溶出总氮素的90%,表明较低剂量辐照即对污泥菌体造成较明显的破解,这可在一定程度上抑制无法形成芽孢的耗氢菌活性;与之相对应的是污泥发酵产氢能力的明显提升,以葡萄糖为底物(1.0g/L),在35℃和初始pH值为7.0时,当辐射剂量仅为0.5kGy时,累积产氢量即比未辐照时有70%的提升,进一步增加辐照剂量至5kGy,累计产氢量和产氢得率均继续增长且达到最大值,分别为240mL/g葡萄糖和1.93mLH2/mol葡萄糖(发酵液的污泥量达2.0g VSS/L);此后,污泥发酵产氢能力随辐射剂量的增加而降低.修正的Logistic模型能很好地描述本研究中累积产氢量随时间的变化规律,而修正的Han-Levenspiel模型能很好地描述辐照剂量对平均产氢速率的影响.     

The Effects of Ocean Disposal of Sewage Sludge On the Relative Abundance of Benthic Megafauna

Disposal of sewage sludge in the New York Bight Apex (12-Mile Dump Site) ceased at the end of December 1987. Previous efforts to quantify the effects of sludge were hindered by the inability to obtain true replication. the cessation of dumping afforded the opportunity to apply the technique of replication in time, also known as a Before/After, Control/Impact design. Conditionally, this method allows one to separate treatment effects from the natural differences that confound many environmental impact studies. the Environmental Processes Division of the Northeast Fisheries Center, National Marine Fisheries Service sampled the benthic environment of the New York Bight Apex from June 1986 through September 1989 using a sample design based on the technique of replication in time.

Three dominant species (rock crab, Cancer irroratus; little skate; Raja erinacea; and winter flounder, Pseudopleuronectes americanus) and total demersal finfish, collected by otter trawl, showed no statistically significant response to the cessation of disposal. American lobster (Homarus americanus) increased in local abundance, but this result was possibly confounded by a change in fishing effort.     

Transport of Sewage Sludge in a Mixed Water Column

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.     

The Monitoring of UK Sewage Sludge Disposal Sites

In recent years there has been an increase in the intensity and frequency of environmental monitoring surveys at UK sewage sludge disposal sites. These have been carried out by the regulatory authorities and by the licensees. in order to ensure maximum efficiency, a coordinated and harmonised programme of monitoring has been developed. the programme concentrates on sediment chemical and biological quality but also includes assessments of water and fish quality

In England and Wales the Ministry of Agriculture, Fisheries and Food is the regulatory authority and the Water Authorities are the licensees. the Ministry's first priority is the collection of samples for temporal trend analysis but in addition, infrequent surveys are made to check the status of the disposal site and surrounding areas. in the periods between status surveys, regular spatial surveys designed to define the area of impact are carried out by the Water Authorities.     

外源渗透保护剂对活性污泥耐盐能力的影响

高盐分是导致很多工业废水生物处理效率下降的主要因素之一。探讨在生物处理系统中添加渗透保护剂提高活性污泥耐盐能力的可行性。结果表明:添加海藻糖、谷氨酸、甜菜碱和钾离子能提供有效的渗透保护作用,减轻盐分对污泥降解活性的抑制,其中以甜菜碱的渗透保护效果最好。对于未经盐分驯化的非耐盐污泥,当NaCl质量分数为3%时,添加20 mg/L的甜菜碱可使其耗氧速率从9.5 mg/h提高到29.5 mg/h;对于经过盐分驯化的耐盐污泥,当NaCl质量分数为6%时,添加50 mg/L的甜菜碱可使其耗氧速率从10.5 mg/h提高到24.9 mg/h。当生物处理系统受到瞬时盐分冲击时,活性污泥中的微生物细胞可以快速吸收添加的甜菜碱而平衡外界渗透压,从而缩短活性污泥对高盐环境的适应期,减轻盐分对活性污泥的毒害。