缔造纸业神话:造纸黑液,成为企业新的经济增长点——安徽新宇纸业有限公司循环经济发展纪实

造纸行业是高污染行业,目前我国制浆造纸工业污水排放量约占全国污水排放量的10￣12%,居第三位;污水中COD(化学耗氧量)约占全国总排放量的40￣45%,高居第一位。针对占造纸污染负荷80%的蒸煮黑液,安徽新宇纸业多年来一直致力于研究其有效的处理与转化技术,并利用造纸制浆黑液和中段水污泥等废物生产高效有机复合肥,取得了显著的经济效益和环境效益,走出了发展循环经济的新路子。     

气浮法纸机白水及纤维回收设计计算

在造纸工艺中,纸机排除的污水约占整个造纸工艺排水的40％左右,妥善处理好这部分污水使之封闭循环使用,对于节省能源减少环境污染有重要意义。纸机排除的污水主要含造纸纤维及造纸工艺中的填加剂,如滑石粉、松香胶粒及硫酸铝筹,由于其有机污染程序并不严重,一般称为纸机白水。纸机白水所携带的纤维,其容重与     

造纸污水深度处理工艺技术与设备

由山东思源水业工程有限公司开发的造纸污水深度处理工艺技术与设备，适用于造纸、化工、食品、制药等行业大中型有机废水处理工程。
　　主要技术内容
　　一、基本原理
　　废水与颗粒污泥充分混合接触，有机物被厌氧菌种吸附分解为沼气，从而降低CODCr。     

DS倒伞型表面曝气机

由安徽国祯环保节能科技股份有限公司开发、安徽省环保产业协会推荐的DS倒伞型表面曝气机适用于石油、化工、制革、造纸、食品、农药、煤气等行业及城市生活污水的处理。主要技术内容一、基本原理倒伞叶轮旋转过程中,水呈水幕状自叶片边缘甩出,形成水幕,裹进大量空气。同时,由于污水上下循环,不断更新液面,污水大面积吸入空气,空气中的氧气迅速溶入污水中,完成对污水充氧、搅拌和推流三大作用。二、技术关键倒伞叶轮直径最大达4m,属国内首创;叶轮与减速机连接采用浮式轴技术,运行更平稳;整机采用升降平台专利技术,调节更方便。三、工艺流程…     

治理高氨氮废水的曝气生物流化床（ABFT）工艺技术

由兰州捷晖生物环境工程有限公司开发的治理高氨氮废水的曝气生物流化床（ABFT）工艺技术，适用于石油化工、生物制药、日用化工、造纸、制革、煤制气、酿酒、城镇生活污水的治理及老旧污水处理厂的改造、河流湖泊的富营养化治理。     

超滤技术处理造纸废水的研究与应用

介绍了超滤技术及其优点,其在制浆废液、漂白废水、纸机白水的处理中的研究应用进展;分析了超滤技术处理造纸废水中的膜污染;指出了影响超滤技术处理造纸废水应用的因素,最后提出了今后的研究方向。     

天然有机高分子QH絮凝技术

由中国人民解放军后勤工程学院、重庆清源环保治理工程有限公司开发、重庆市环境保护局推荐的天然有机高分子QH絮凝技术适用于城镇污水处理厂,被污染的溪流、河流和工业废水(屠宰废水、印染废水、酿造废水、造纸废水、电镀废水等)处理。主要技术内容一、基本原理以我国极为丰富的丛生草本植物为原料,通过接枝反应,引上有亲水基团的两性高分子物质,再和无机物复配制成新型QH絮凝剂,利用天然高分子中的长链化合物凝聚机理,压缩污水中污染胶体微粒的双电层,架桥形成网捕,将污染物包裹起来,形成密度较大的絮状体,从而将污水中的污染物COD、B…     

JW型无动力二氧化氯消毒装置

由贵州长城环保设备总厂研制、贵州省环境保护局推荐的ＪＷ型无动力二氧化氯消毒装置适用于饮用水及服务饮食行业、城市污水、生活污水、医院污水及医疗器具、游泳池污水等行业的消毒;适用于工业循环水杀菌灭藻,含氰废水脱氰,含酚废水除酚,造纸和印染行业的脱色漂白。　　...     

思源悬挂链式曝气系统

由山东思源水业工程有限公司开发的思源悬挂链式曝气系统,适用于市政污水、造纸、化纤、制革、印染、淀粉、油脂等工业污水处理.     

欧泰华复合二氧化氯发生器

由深圳欧泰华环保技术有限公司开发的欧泰华复合二氧化氯发生器适用于自来水、自备井水、二次供水消毒;医院污水消毒;游泳池消毒;工业循环冷却水和回用中水的杀菌灭藻;含氰、含酚废水无害化处理;食品饮料行业杀菌灭藻;石油管道及油井注采中还原菌的杀灭;造纸、印染行业的漂白;工业废水、生活污水的脱色、去臭;水产养殖场水体消毒,屠宰行业污水处理;垃圾、印染废水处理。     

浅谈制浆造纸工业水污染处理技术

造纸行业是我国水污染的主要行业。本文分析了我国造纸工业水污染及其治理现状，论述了造纸工业水污染控制对策，提出了造纸工业中中段水采用物化十生化处理、废纸脱墨废水处理采用PE膜处理或气浮＋好氧处理等工艺方法。     

造纸尾水对芦苇生长和生态环境的影响

通过造纸尾水灌溉海涂苇田的盆栽实验和苇地田间实验,考察了造纸尾水对芦苇生长及生态环境的影响.监测结果表明,用造纸尾水灌溉苇田,不仅可以提高芦苇的产量和质量,还可以改良土壤,此方法对周围生态环境无负面影响.     

造纸废水好氧生化处理系统污泥臭氧氧化减量研究

本文开展了利用O3氧化造纸废水生化处理系统产生剩余污泥的实验研究,根据O3对污泥性状、细胞溶解性COD及细胞电导率透性等指标的影响规律,提出了利用O3氧化剩余污泥实现系统污泥减量的最佳技术条件：在污泥浓度为5000mg／L时,体系中初始O3浓度为8．0～16．0mg／L时,接触氧化时间控制在20min,即可保证细胞溶胞的目的,在此条件下可实现系统污泥减量87．1％。     

阳离子染料废水治理技术

介绍了阳离子染料废水的特点，以及近年来阳离子染料废水的各种处理技术，并对阳离子染料废水处理技术的发展进行了展望，指出阳离子废水处理技术正朝着各种工艺优化组合的方向发展。     

稠油污水深度处理与回用技术探讨

文章介绍了新疆油田在稠油污水处理和回用方面的关键技术和成熟经验,采用强酸性树脂软化技术和化学清洗技术实现了稠油污水回用注汽锅炉。六九区污水处理站采用高效水质稳定技术,使处理后的污水达到了GB 8978—1996《污水综合排放标准》的二级标准,稠油污水在处理后符合GB 1576—2008《工业锅炉水质》的要求,大幅度降低了注汽锅炉的运行成本;将60℃以上的稠油污水替代清水回注稀油油藏,热水驱油,改善了驱油效果,同时根据污水温度较高的特点,对注水井井口的保温工艺进行改进,实现了稠油污水热能的综合利用,为油田污水治理和回用提供了借鉴。     

国内外油田污水处理技术发展概况

随着国内外油田开发,各种采油废水处理技术在油田得到了应用和发展。但由于采油废水的复杂性,导致在选择合适的水处理技术时难度加大,文章将当前众多采油废水处理技术进行综述,以期为选择有针对性的采油废水处理技术提供依据。     

高浓度难降解有机废水处理技术综述

高浓度难降解有机废水的处理，是国内外污水处理界公认的难题。本文分析了这一类废水难于生物处理的主要原因，并在此基础上对近年来国内外处理焦化废水、制药废水等高浓度难降解废水的技术和研究作了介绍与评价。     

Decentralized approaches to wastewater treatment and management: applicability in developing countries

Providing reliable and affordable wastewater treatment in rural areas is a challenge in many parts of the world, particularly in developing countries. The problems and limitations of the centralized approaches for wastewater treatment are progressively surfacing. Centralized wastewater collection and treatment systems are costly to build and operate, especially in areas with low population densities and dispersed households. Developing countries lack both the funding to construct centralized facilities and the technical expertise to manage and operate them. Alternatively, the decentralized approach for wastewater treatment which employs a combination of onsite and/or cluster systems is gaining more attention. Such an approach allows for flexibility in management, and simple as well as complex technologies are available. The decentralized system is not only a long-term solution for small communities but is more reliable and cost effective. This paper presents a review of the various decentralized approaches to wastewater treatment and management. A discussion as to their applicability in developing countries, primarily in rural areas, and challenges faced is emphasized all through the paper. While there are many impediments and challenges towards wastewater management in developing countries, these can be overcome by suitable planning and policy implementation. Understanding the receiving environment is crucial for technology selection and should be accomplished by conducting a comprehensive site evaluation process. Centralized management of the decentralized wastewater treatment systems is essential to ensure they are inspected and maintained regularly. Management strategies should be site specific accounting for social, cultural, environmental and economic conditions in the target area.     

A comparative analysis of methods to represent uncertainty in estimating the cost of constructing wastewater treatment plants

Prediction of construction cost of wastewater treatment facilities could be influential for the economic feasibility of various levels of water pollution control programs. However, construction cost estimation is difficult to precisely evaluate in an uncertain environment and measured quantities are always burdened with different types of cost structures. Therefore, an understanding of the previous development of wastewater treatment plants and of the related construction cost structures of those facilities becomes essential for dealing with an effective regional water pollution control program. But deviations between the observed values and the estimated values are supposed to be due to measurement errors only in the conventional regression models. The inherent uncertainties of the underlying cost structure, where the human estimation is influential, are rarely explored. This paper is designed to recast a well-known problem of construction cost estimation for both domestic and industrial wastewater treatment plants via a comparative framework. Comparisons were made for three technologies of regression analyses, including the conventional least squares regression method, the fuzzy linear regression method, and the newly derived fuzzy goal regression method. The case study, incorporating a complete database with 48 domestic wastewater treatment plants and 29 industrial wastewater treatment plants being collected in Taiwan, implements such a cost estimation procedure in an uncertain environment. Given that the fuzzy structure in regression estimation may account for the inherent human complexity in cost estimation, the fuzzy goal regression method does exhibit more robust results in terms of some criteria. Moderate economy of scale exists in constructing both the domestic and industrial wastewater treatment plants. Findings indicate that the optimal size of a domestic wastewater treatment plant is approximately equivalent to 15,000 m3/day (CMD) and higher in Taiwan. Yet the optimal size of an industrial wastewater treatment plant could fall in between 6000 CMD and 20,000 CMD.