硫酸钙对含电镀污泥渣料水泥基材料性能的影响

为了提高危险废物电镀污泥的高值化利用程度，研究了掺加CaSO₄对含磨细粉(由电镀污泥协同建筑渣土高温处理渣料磨细得到)水泥基材料力学性能、微观结构特征及重金属浸出的影响及机理。结果表明：CaSO₄掺量(基于其在胶凝材料的质量占比)为0.6%时，其长期力学性能较优，含磨细粉水泥基材料养护60 d后抗压强度和抗折强度比未掺加CaSO₄时分别提升20.1%和22.2%。适量的CaSO₄可以补充含磨细粉水泥基材料基体中Ca²⁺含量，促进水泥和磨细粉中具有潜在水化活性的组分充分进行水化，同时使基体中生成更多的钙矾石填充孔隙，从而增强了基体结构密实度。研究还发现多余钙矾石的形成对重金属离子的固结起到了正向作用，适量的CaSO₄掺加能明显降低含磨细粉水泥基材料基体中有害重金属离子的浸出浓度。当CaSO₄掺量为0.6%时，含磨细粉水泥基材料养护28 d后，Cu、Ni、Zn的浸出率比未掺加CaSO₄时分别降低了33.6、31.0、...     

垃圾焚烧后的无机渣作水泥混合材料的研究

对垃圾焚烧后的无机渣粉末用作水泥混合材料进行了研究。结果表明．无机渣可作为火山灰质活性混合材用于水泥生产。水泥的安定性、凝结时间、标准稠度用水量均符合国家标准。     

烧结脱硫灰制备蒸压加气混凝土砌块的研究

研究了烧结烟气半干法脱硫灰复掺粉煤灰、水渣/水泥,辅之外加剂,制备蒸压加气混凝土砌块的可行性.实验结果显示,当脱硫灰掺入量25%,粉煤灰掺入量45%,水渣和水泥掺入量均15%,铝粉掺入量0.04%,水料比0.6,稳泡剂掺入量0.0012%,烧碱掺入量1%,无需额外添加石膏,采用蒸压养护12.5 h(其中抽真空时间为0....     

高铝粉煤灰提取氧化铝后硅钙渣用作水泥混合材

为了使高铝粉煤灰提取氧化铝后所产生的硅钙渣被大量的用作水泥混合材,通过水泥强度、水化放热和干缩性实验研究了原状硅钙渣和脱碱硅钙渣对水泥强度和稳定性的影响。结果表明,当硅钙渣掺量达30%时,硅钙渣水泥强度仍可满足P·C 32.5水泥要求。且随硅钙渣掺入量的增加,水泥早期水化放热速率增加的同时水泥累计水化放热量和干缩率还会显著降低。与原状硅钙渣相比,在同等掺量的情况下,脱碱硅钙渣更有利于保持水泥强度,降低其水化热和改善干缩性。     

碱激发电解锰渣制备水泥掺合料

电解锰渣是湿法冶炼金属锰的残渣,为降低其对环境的浸出毒性影响并提高其在水泥产品中的掺入量,利用碱激发技术处理电解锰渣制备水泥掺合料是一种可行的方法。主要研究了碱激发剂种类、掺量对电解锰渣的激发效果,并将碱激发电解锰渣用作水泥掺合料与水泥按不同比例混合研究对水泥抗压强度和浸出毒性的影响。结果表明:碱激发电解锰渣活性显著提高,NaOH中Na_2O当量为10%时试件M-SH10的3、7、28 d抗压强度最高,分别为7.15、9.46、10.03 MPa;将此条件下激发的电解锰渣按质量比取15%与85%的水泥混合制得的掺合料其抗压强度较净水泥试件有一定程度的提高;浸出毒性结果显示Cd、Cr、Pb、Ni、Mn和Zn浓度均下降,且低于GB 8978-1996限值。     

典型建筑固体废弃物再生骨料对环保砖性能的影响

随着我国城市化和工业化进程的快速推进,城市建设产生大量的建筑废弃物,燃煤电厂产生大量炉底渣,建筑固废的处置在城市可持续发展过程中备受关注。以建筑垃圾再生骨料、炉底渣和石粉等区域特色的骨料制备环保砖,系统考察了骨料对环保砖力学性能的影响。实验结果表明,再生骨料的种类对环保砖抗压强度的影响显著。再生骨料中混凝土的增加,环保砖抗压强度逐渐增加;而再生骨料中粘土砖含量的增加,环保砖抗压强度明显降低。环保砖抗压强度随炉底渣的含量增加而降低,石粉对环保砖抗压强度有提升作用。     

水泥窑处置生活垃圾过程中的TOC排放

随着水泥窑协同处置生活垃圾、污泥和危废等技术的推广应用,相关环保控制要求也不断提高,处置过程烟道气中总有机碳(total organic carbon,TOC)含量高低,也逐渐成为人们关注和控制的目标。为了消除人们的疑虑,将未经发酵的筛下(厨余)物直接加入低温烘干粉磨的水泥生料磨系统中,经实验检测分析和工程现场测试实践证明,在控制一定添加量的情况下,该过程中各环节TOC含量非但不会增加,反而有所降低,其降幅高达40%。     

不同改性剂改善污泥土工性质的比较研究

选择了泥土、矿化垃圾、粉煤灰和建筑垃圾4种改性剂改性城市污水处理厂污泥(以下简称污泥)。结果表明:(1)随着4种改性剂与污泥的混合比增大,混合物含水率降低。(2)当混合比为0.7(质量比)时,各种混合物的抗压强度都达到50kPa的填埋要求;当混合比为0.3～1.0时,混合物的抗压强度随着混合比的增大呈指数形式增大;比较4种改性剂对抗压强度的增大能力,粉煤灰最强,建筑垃圾次之,泥土和矿化垃圾较弱。(3)在50kPa预压力下,混合物要达到不小于25kPa的抗剪强度,泥土与污泥最小混合比为1.0,矿化垃圾与污泥最小混合比为1.0,粉煤灰与污泥最小混合比为0.7,建筑垃圾与污泥最小混合比为0.7。(4)除加泥土的混合物外,混合物压缩系数随着混合比的增大呈总体下降趋势。(5)粉煤灰除臭效果最好,矿化垃圾次之,建筑垃圾较差,泥土最差。     

利用建筑垃圾和碱渣制备蒸压加气混凝土

为实现建筑垃圾和碱渣二次资源的综合利用,考察利用建筑垃圾和碱渣为主要原料制备蒸压加气混凝土的可行性。通过测试蒸压加气混凝土的干密度和抗压强度,确定适宜的原料配比和蒸压养护条件,并通过XRD、SEM和FTIR对蒸压加气混凝土样品的矿物组成、微观结构进行分析。结果表明,在建筑垃圾、碱渣、石灰、水泥、石膏、铝粉掺量分别为50%、20%、10%、18%、2%和0.1%、蒸压压力1.5MPa、蒸压时间6h的条件下,制备的蒸压加气混凝土性能达到《蒸压加气混凝土砌块》(GB 11968-2006)A7.5、B07级要求,且蒸压加气混凝土样品的主要物相为托贝莫来石、半结晶CSH(I)和少量方解石、石英和硬石膏,托贝莫来石、硬石膏和水化硅酸钙凝胶相互交错形成多孔结构,部分Si—O—Si和Al—O—Al断裂,[AlO4]取代了归属于[SiO4]中的Si—O—Si。碱渣的添加有助于激发建筑垃圾的活性,生成强度更高的含铝托贝莫来石,形成低密度高强度的蒸压加气混凝土。     

电石渣生产水泥

四川宜宾天源集团开发出电石渣生产的水泥，这种绿色环保特种水泥，采用燃煤废渣和电石渣作原料，采用国内最成熟的干法回转窑生产装置，年产量达34万t，比石灰石生产水泥节能30％，降低生产成本50％，电石渣水泥质量比普通水泥提高1～2个等级，实现了废物的资源化。     

硫铁矿烧渣制备无机复合混凝剂聚合铁盐

对用硫铁矿烧渣制备无机复合混凝剂聚合铁盐进行了试验研究,考察了影响烧渣酸溶和铁聚合的因素。结果表明,硫酸浓度、反应时间和体系温度等是影响硫铁矿烧渣中铁溶出率的主要因素,在烧渣液溶过程中添加适当的助溶剂,不仅能够加快酸浸速度,而且还可以提高产品的混凝性能。     

林可霉素菌渣与牛粪联合堆肥实验研究

抗生素菌渣因含有抗生素残留而成为一种较难处理的废弃物,不合理的处理方法极易造成环境污染和生态危害,同时也会造成资源浪费.为了探讨林可霉素菌渣堆肥化处理的可行性,设计了林可霉素菌渣与牛粪的联合堆肥实验.4个堆肥处理的林可霉素初始含量分别为1.35 mg/g(干重)、1.89 mg/g(干重)、3.52 mg/g(干重)和...     

Emissions from the burning of vegetative debris in air curtain destructors

Although air curtain destructors (ACDs) have been used for quite some time to dispose of vegetative debris, relatively little in-depth testing has been conducted to quantify emissions of pollutants other than CO and particulate matter. As part of an effort to prepare for possible use of ACDs to dispose of the enormous volumes of debris generated by Hurricanes Katrina and Rita, the literature on ACD emissions was reviewed to identify potential environmental issues associated with ACD disposal of construction and demolition (C&D) debris. Although no data have been published on emissions from C&D debris combustion in an ACD, a few studies provided information on emissions from the combustion of vegetative debris. These studies are reviewed, and the results compared with studies of open burning of biomass. Combustion of vegetative debris in ACD units results in significantly lower emissions of particulate matter and CO per unit of mass of debris compared with open pile burning. The available data are not sufficient to make general estimates regarding emissions of organic or metal compounds. The highly transient nature of the ACD combustion process, a minimal degree of operational control, and significant variability in debris properties make accurate prediction of ACD emissions impossible in general. Results of scoping tests conducted in preparation for possible in-depth emissions tests demonstrate the challenges associated with sampling ACD emissions and highlight the transient nature of the process. The environmental impacts of widespread use of ACDs for disposal of vegetative debris and their potential use to reduce the volume of C&D debris in future disaster response scenarios remain a considerable gap in understanding the risks associated with debris disposal options.     

An Estimation of Construction and Demolition Debris in Seoul,Korea: Waste Amount,Type, and Estimating Model

ABSTRACT

Construction and demolition (C&D) debris is generated at the site of various construction activities. However, the amount of the debris is usually so large that it is necessary to estimate the amount of C&D debris as accurately as possible for effective waste management and control in urban areas. In this paper, an effective estimation method using a statistical model was proposed. The estimation process was composed of five steps: estimation of the life span of buildings; estimation of the floor area of buildings to be constructed and demolished; calculation of individual intensity units of C&D debris; and estimation of the future C&D debris production. This method was also applied in the city of Seoul as an actual case, and the estimated amount of C&D debris in Seoul in 2021 was approximately 24 million tons. Of this total amount, 98% was generated by demolition, and the main components of debris were concrete and brick.     

Effects of earthworms and effective microorganisms on the composting of sewage sludge with cassava dregs in the tropics

The present study revealed the role of earthworm-effective microorganisms (EM) in converting sewage sludge and cassava dregs into a valuable product. Sewage sludge was toxic to earthworm, therefore it was mixed with cassava dregs in 80:20 proportions (dry weight). Treatments included mixed substrate inoculated versus not inoculated with EM and treated with or without earthworms. The pH, total organic carbon, total nitrogen, and C:N ratio decreased from the initial measurements in the range of 17.43–18.46%, 25.48–33.82%, 19.60–25.37%, and 6.68–14.05% respectively; but electrical conductivity and available phosphorus increased in the range of 113.47–158.16% and 42.42–57.58%, respectively. In addition, they interactively increased total phosphorus from 19.84–63.01% and potassium from 16.41–50.78%, and decreased the polycyclic aromatic hydrocarbons content of substrate from 21.17% to 32.14% with an increase in earthworms from 51.71 to 57.69, respectively. Earthworms and EM could be used together as an efficient method for co-composting sewage sludge plus cassava dregs in the tropics. This could be expected to result in stabilization of waste, increase in nutrients, and reduction of pollutant content.

Implications: The first reports of interaction of earthworms and effective microorganisms in the treatment of sewage sludge and cassava dregs in the tropics. Co-composting was an efficient technology for treating sewage sludge and cassava dregs at the same time, in the tropics. The survival rate of the earthworms both> 95%, the highest number of cocoons (640.33) and hatchlings (4694.33) both in EW+EM (Earthworms added and EM inoculated) treatment. Earthworms and EM (Only EM inoculated) interactively increased total phosphorus and potassium content, and decreased the PAH content of substrate with increase in earthworms.     

Elemental mobility in sulfidic mine tailings reclaimed with paper mill by-products as sealing materials

Environmental Science and Pollution Research - Sealing layers made of two alkaline paper mill by-products, fly ash and green liquor dregs, were placed on top of 50-year-old sulfide-containing...     

Hydrogen sulfide generation in simulated construction and demolition debris landfills: impact of waste composition

Hydrogen sulfide (H2S) generation in construction and demolition (C&D) debris landfills has been associated with the biodegradation of gypsum drywall. Laboratory research was conducted to observe H2S generation when drywall was codisposed with different C&D debris constituents. Two experiments were conducted using simulated landfill columns. Experiment 1 consisted of various combinations of drywall, wood, and concrete to determine the impact of different waste constituents and combinations on H2S generation. Experiment 2 was designed to examine the effect of concrete on H2S generation and migration. The results indicate that decaying drywall, even alone, leached enough sulfate ions and organic matter for sulfate-reducing bacteria (SRB) to generate large H2S concentrations as high as 63,000 ppmv. The codisposed wastes show some effect on H2S generation. At the end of experiment 1, the wood/drywall and drywall alone columns possessed H2S concentrations > 40,000 ppmv. Conversely, H2S concentrations were < 1 ppmv in those columns containing concrete. Concrete plays a role in decreasing H2S by increasing pH out of the range for SRB growth and by reacting with H2S. This study also showed that wood lowered H2S concentrations initially by decreasing leachate pH values. Based on the results, two possible control mechanisms to mitigate H2S generation in C&D debris landfills are suggested.     

Impacts of weathered tire debris on the development of Rana sylvatica larvae

Highway runoff has the potential to negatively impact receiving systems including stormwater retention ponds where highway particulate matter can accumulate following runoff events. Tire wear particles, which contain about 1% Zn by mass, make up approximately one-third of the vehicle derived particulates in highway runoff and therefore may serve as a stressor to organisms utilizing retention ponds as habitat. In this study, we focused on the potential contribution of tire debris to Zn accumulation by Rana sylvatica larvae and possible lethal or sublethal impacts resulting from exposure to weathered tire debris during development. Eggs and larvae were exposed to aged sediments (containing either ZnCl2 or tire particulate matter, both providing nominal concentrations of 1000 mg Zn kg(-1)) through metamorphosis. Water column Zn was elevated in both the ZnCl2 and tire treatments relative to the control treatment, indicating that aging allowed Zn leaching from tire debris to occur. Tissue Zn was also elevated for the ZnCl2 and tire treatments indicating that Zn in the treatments was available for uptake by the amphibians. Exposure to both ZnCl2 and tire treatments increased the time for larvae to complete metamorphosis in comparison with controls. We also observed that the longer the organisms took to complete metamorphosis, the smaller their mass at metamorphosis. Our results indicate that Zn leached from aged tire debris is bioavailable to developing R. sylvatica larvae and that exposure to tire debris amended sediments can result in measurable physiological outcomes to wood frogs that may influence population dynamics.     

The fate and transport of arsenic species in the aquatic ecosystem: a case study on Bestari Jaya,Peninsular Malaysia

The field of arsenic pollution research has grown rapidly in recent years. Arsenic constitutes a broad range of elements from the Earth’s crust and is released into the environment from both anthropogenic and natural sources due to its relative mobility under different redox conditions. The toxicity of arsenic is described in its inorganic form, as inorganic arsenic compounds can leach into different environments. Sampling was carried out in the Bestari Jaya catchment while using a land use map to locate the site, and experiments were conducted via sequential extraction and inductively coupled plasma optical emission spectroscopy to quantify proportions of arsenic in the sediment samples. The results show that metals in sediments of nonresidual fractions, which are more likely to be likely released into aquatic environments, are more plentiful than the residual sediment fractions. These findings support the mobility of heavy metals and especially arsenic through sediment layers, which can facilitate remediation in environments heavily polluted with heavy metals.     

Transverse approach between tunnel environment and corrosion: Particulate matter in the Grand Mare tunnel

A tunnel-type semi-enclosed atmosphere is characterized by a higher particulate pollution than urban zones and highlights the particulate species having an impact on material degradation. Therefore, a transverse approach between air composition and its consequences upon longevity of materials is necessary, requiring a better knowledge of tunnel atmosphere and a better understanding of material degradation inside a tunnel for operating administration. The characterization of particulate matter collected inside a road tunnel in Rouen (France) allows us to set up the features of the particle characteristics of the real conditions of field exposure. Two sampling campaigns include analyses of organic and water-soluble ionic fractions. The current work shows that organic species, grouped into two sets derived primarily from engine exhaust and debris with wear particles resuspended by the traffic, are divided into two groups: a majority comprising n-alkanes, alkanoic acids, phthalates, ketones, and benzothiazole and a minority one composed of BTEX (benzene, toluene, ethylbenzene, and xylenes), polycyclic aromatic hydrocarbons (PAHs), fatty acid methyl esters (FAMEs), furans, phenols, and alkenes. As regards the water-soluble ionic fraction, the ionic species such as Cl^?, SO₄ ^2?, CH₃COO^?, HCOO^?, NO₃ ^?, NH₄ ⁺, and Na⁺ are involved in the degradation process. The inorganic particles (insoluble and slightly soluble), debris and wear particles, organic acids, and relative humidity play a key role and are important factors to consider in the degradation process.

Implications: Particles, together with relative humidity, can play an important role in the degradation of materials inside a road tunnel. Depth knowledge of the environment prevailing inside a tunnel improves the criteria for selection of materials of equipments contained therein. In the present study, it appears that the particulate mass can be divided into two groups with distinct effects: a water-soluble particle group is the source of ionic species involved in the degradation process, and a slightly water-soluble or insoluble particle group that acts as reservoir of condensed water when covering the surface of the material.