吸附生物降解法在啤酒废水处理中的应用

采用吸附生物降解工艺处理啤酒废水。运行结果表明 :针对啤酒污水水量、水质波动较大的特点 ,应用此工艺是切实可行的 ,处理后出水水质达到污水综合排放一级标准     

啤酒废水组合处理工艺的应用与工程实例

概述国内现阶段啤酒生产废水厌氧与好氧组合处理工艺的应用,同时对某厂利用EGSB＋接触氧化＋过滤组合工艺处理啤酒废水的实际应用进行了介绍,处理后排放废水水质达到景观环境用水标准（GB/T18921-2002）,处理啤酒废水费用为0.75元/m3,同时可产生沼气作为能源利用,具有一定的经济效益。     

啤酒废水处理技术的生产性应用

高浓度啤酒废水进行厌氧处理后 ,再与低浓度啤酒废水混合进行好氧处理 ,是一条经济合理的技术路线。采用以升流式厌氧污泥床 (UASB)和周期循环活性污泥系统 (CASS)为主的技术处理啤酒废水 ,工程应用表明该工艺技术具有先进实用的明显特征 ,能够有效的处理高浓度啤酒废水 ,处理水质稳定达到啤酒工业废水排放标准     

啤酒废水处理站的工程设计

本项目以哈尔滨啤酒(沈阳)有限公司啤酒厂为设计对象,其啤酒废水处理规模为1500m3/d,进水CODCr2000~2800mg/L。采用预处理-预酸化-IC反应器-活性污泥法-过滤为主体工艺,出水达到《辽宁省污水与废气排放标准》(DB21-60-89中一级标准)。为啤酒行业废水综合治理提供了较好的工艺途径。     

An effective technique for wastewater minimisation in batch processes

This paper presents a mathematical formulation for freshwater and wastewater minimisation in multipurpose batch plants. The minimisation of wastewater is achieved through the exploitation of recycle and reuse opportunities. A superstructure that entails all possible recycle and reuse possibilities is used as the basis for the formulation. The existence of an optimal production schedule, which provides starting and finishing times for water using operations, is assumed. The paper addresses the specific case where the contaminant concentration in the outlet water stream from each operation is maintained at its maximum. This condition allows the overall model to be cast as a mixed integer linear programming (MILP) problem for which global optimality is guaranteed. The effectiveness of the developed formulation is demonstrated through a published literature example and a practical case study.     

Comparative study of polyhydroxyalkanoates production from acidified and anaerobically treated brewery wastewater using enriched mixed microbial culture

The production of polyhydroxyalkanoates(PHA) from wastewaters using microbial mixed cultures(MMC) has been attracting increased interest because of PHA's biodegradability characteristics. Production of PHA by an MMC enriched with PHA-accumulating bacteria was compared using anaerobically treated and acidified brewery wastewaters under various feeding strategies, namely pulse and batch feed addition. To obtain an enriched MMC, a sequencing batch reactor was inoculated with activated sludge fed with acetate and subjected to aerobic dynamic feeding. The enriched MMC was able to accumulate PHA up to 72.6% of cell dry weight(CDW) with pulse addition of acetate controlled by the dissolved oxygen(DO) concentration in the reactor. In a batch accumulation experiment with acetate,the PHA content achieved(28.5% CDW) was less than that of the pulse feeding strategy with the same amount of acetate(～2000 mg C/L). Using anaerobically treated and acidified brewery wastewater fed in pulses, the maximum PHA accumulated by the enriched MMC was similar for both wastewaters(45% CDW), in spite of the higher volatile fatty acid concentration in acidified brewery wastewater. The pulse feed addition controlled by the DO concentration was difficult to implement for wastewater as compared to acetate because the difference in DO concentration between substrate availability and depletion was low. For the batch addition of acidified wastewater, a slightly lower PHA content(39%CDW) was obtained. These results show that both brewery wastewaters can be utilized for PHA production with a similar maximum PHA storage capacity.     

基于改进的PSO优化LSSVM参数的松花江哈尔滨段悬浮物的遥感反演

悬浮物是松花江水质和水环境评价的重要参数之一.利用在松花江哈尔滨段江面上29个采样点的实测高光谱和悬浮物浓度数据,用20个采样点数据为训练集,9个采样点数据为测试集.将机器学习和全局优化智能计算方法引入,应用改进的粒子群(PSO)优化最小二乘支持向量机(LSSVM)参数,以均方根误差RMSE为适应度函数,根据迭代得到LSSVM最优参数值,用700 nm和750 nm光谱反射率比值(R700/R750)为特征变量,悬浮物数据为目标变量,用训练集数据训练得到反演模型,使用测试集数据进行验证.结果表明,此模型收敛速度快,精度高,得到预测值的均方根误差RMSE为10.11 mg·L-1,平均绝对百分误差MAPE为10.72%,模型决定系数R2为0.952,该方法可用来对其它水质参数反演预测提供参照.     

Synthesis of batch water network for a brewery plant

This paper presents an industrial application of mixed-integer nonlinear programming (MINLP) models for the optimisation of a water network, which was initiated by an integral need for cleaner production within a brewery. Several mathematical models were developed in order to reduce the use of freshwater, whilst considering the specific requirements of each particular production section. These models are based on the design method developed by Kim and Smith [1]. The original formulation is modified to enable efficient integration of discontinuous and semi-continuous water-using processes in the packaging area. Semi-continuous processes are treated as water sources of limited capacity. The option of installing storage tanks for semi-continuous water streams is included in the model, in order to re-use these streams during the shutdown periods of semi-continuous operations. The original model is additionally extended with the option of installing local (on-site) wastewater treatment units operating either in batch or semi-continuous modes. This enables the analysing of opportunities for regeneration re-use within the production area, i.e. the brewhouse with a cellar, because of high contaminant concentrations at these sites. The scheduling of batch wastewater treatment units is performed simultaneously in order to adjust the treatment schedule to a fixed schedule of batch processes.     

升流式厌氧污泥床处理含五氯酚废水的研究

研究了升流式厌氧污泥床反应器(UASB)在中温条件下处理含五氯酚(PCP)模拟废水时工艺特点及PCP降解机理。结果表明:①在以处理啤酒废水的厌氧颗粒污泥为接种物(VSS接种量约15 g /L),运行温度为(35±1) ℃,水力停留时间为20～24 h,进水COD浓度为2 500～2 800 mg/L;进水PCP浓度由1.0 mg/L上升至8.0 mg/L条件下,120 d左右完成启动,PCP和COD去除率分别为94%及86%以上。②高效液相色谱仪检测结果分析表明,PCP厌氧降解的途径是首先经间位脱氯生成四氯酚和2,4,6－三氯酚,再经邻位和对位脱氯生成2,4－二氯酚和邻氯苯酚,最后矿化为CH₄和CO₂。      

Biomethanation of brewery wastewater using an anaerobic upflow blanket filter

A large flow of effluent is generated from brewery plants and needs treatment before discharging into the environment. A laboratory-scale investigation was conducted to examine the effectiveness of the anaerobic upflow blanket filter (UBF) process for the biomethanation of a brewery effluent. The results show that the process, when operated at ambient temperatures of 20–29°C and influent chemical oxygen demand (COD) of 2440 mg/l, could remove the majority of the organic matter at a low hydraulic retention time. The process produced a potentially usable energy. These results compare favorably with the results obtained from investigations into the biomethanation of brewery effluent using other anaerobic processes.     

Operational change as a profitable cleaner production tool for a brewery

The development and implementation of new procedures and operational changes in the production processes constitutes a powerful tool for the practical application of Cleaner Production in industries. In this work an operational change (new procedure) was developed for the elaboration of a type of beer which uses sugar as malt adjunct. The change consists in processing separately the three main components of the beer wort: malt extract, sugar and water, and use them properly in a different sequence than that used up to date in the traditional process. The new procedure was successfully assayed on industrial scale in Tínima brewery, located in Camagüey, Cuba, obtaining a good quality beer, technological and economical advantages with benefits for the environment, registering significant savings in energy (49%), sugar (4%), water (7%) and caustic soda (3%) consumption; and diminishing the surplus hot water (74%), waste generation (11%) and greenhouse gases emission (21%). Beer production capacity is increased also almost three times. With the application of the new technology to the Cuban beer type of 8 °P, it was achieved a total saving of US$ 481.83/1000 hL of beer produced.     

Pollution minimisation practices in the Australian mining and mineral processing industries

Research was conducted to identify some of the current pollution minimisation practices adopted in Australia's mining and mineral processing industries. Initially, 84 mining and mineral processing companies were approached for inclusion in the study, with request only made for information that was available to the company stakeholders and the wider general community. Among the responses received, BHP Billiton, BlueScope Steel, Newmont Australia Limited and AngloGold Australia provided the information requested and/or a substantial quantity of information through reports on their company website. Analysis of the data collected for these companies indicated that improvements were made, and that policies had been implemented over the previous few years. The pollution minimisation and policy practices adopted at the operations of these companies include environmental management systems, advanced pollution control technologies, environmental awareness training for employees, and requirement – from company stakeholders – for increased accountability of environmental impacts.     

基于偏最小二乘模型的河流水质对土地利用的响应

流域土地利用类型变化是影响河流水质的重要因素之一.为探究子流域尺度土地利用与河流水质之间的相互关系,本文基于太子河流域遥感影像和水质数据,采用偏最小二乘模型(partial least squares,PLS),分析不同土地利用类型对流域水质的影响程度.选取7个不同子流域土地利用类型面积百分比作为自变量X,总氮(TN)、硝酸根离子(NO_3~-)、氯离子(Cl-)与硫酸根离子(SO_4~(2-))这4个水质参数浓度值作为因变量Y,构建了土地利用类型与河流水质数据的偏最小二乘模型,并使用其余子流域数据对构建的模型进行验证.结果表明,太子河流域不同子流域土地利用类型与河流水质指标TN与NO_3~-之间线性关系显著,决定系数R~20.62.其中,耕地面积变化对水体中TN浓度变化影响明显,居民及工矿建设用地面积变化则对水体中NO_3~-浓度变化影响强烈.但对于Cl-和SO_4~(2-)来说,土地利用类型对其浓度大小有一定影响,但并不是最主要的影响因素.虽然太子河流域未利用地面积百分比极小(1.13%),但是未利用地面积变化对水质参数有较显著影响(影响系数0.24).     

A comparative appraisal of the use of rainwater harvesting in single and multi-family buildings of the Metropolitan Area of Barcelona (Spain): social experience,drinking water savings and economic costs

Many urban areas suffer water scarcity but paradoxically, a local source of water such as rainwater is mostly treated as a risk rather than as a valuable resource. Scepticism regarding the use of rainwater harvesting technologies still prevails today, particularly in low precipitation areas. However, some regions such as the Metropolitan Area of Barcelona (MAB) have started to promote the use of rainwater through specific regulations and incentives. This paper aims to examine the use of rainwater harvesting in the two main types of buildings prevalent in the MAB by analysing users’ practices and perceptions, drinking water savings and economic costs. Despite low precipitation inputs and a high variability of precipitation, daily balances show that toilet flushing demand of a single family house can be practically met with a relatively small tank. Rooftop rainwater can also meet more than 60% of the landscape irrigation demand in both single and multi-family buildings. The main drawback is the long pay-back period that rainwater harvesting systems present today. Nevertheless, it is remarkable that in multi-family buildings residents usually take no notice of the costs associated with the system. In contrast, benefits for the whole society are usually much more appreciated. Users’ reactions and their level of satisfaction towards rainwater harvesting systems suggest that both regulations and subsidies are good strategies to advocate and expand rainwater harvesting technologies in residential areas. However, a multidirectional learning environment needs to be promoted to ensure a proper use of rainwater harvesting systems and risk minimisation.     

典型城郊土地利用格局对水体抗生素的影响研究

阐明城郊地区土地利用格局对水环境中抗生素的影响,对维持城乡共生体水土安全和保障人居环境健康有重要意义.本研究基于典型城郊流域的定位监测,比较了不同等级子流域水体抗生素的组成、浓度和分布特征,探讨了土地利用格局对水体抗生素的影响.结果表明,研究区水体中抗生素浓度为1.126~54.236 ng·L^-1,不同等级子流域水体抗生素的种类和浓度有较大的差异.子流域土地利用结构与水体抗生素的种类和浓度密切相关,由主坐标分析（PCoA）可知,具有相似土地利用结构的子流域水体抗生素组成和浓度具有相似性.相关分析表明,子流域中城镇、农田和林地的面积比例与水体中四环素类抗生素（TCs）的浓度密切相关,而园地面积比例与水体中磺胺类抗生素（SAs）的浓度关系密切.耦合景观格局分析表明,水体抗生素总浓度与香农多样性指数（SHDI）和蔓延度指数（CONTAG）呈显著相关性（p<0.05）;四环素类抗生素与边界密度（ED）、香农多样性指数、均匀度指数（SHEI）、蔓延度指数和聚集度指数（AI）呈显著相关性（p<0.05）.通过构建逐步回归模型进一步表明,水体抗生素的浓度与园地、林地面积和香农多样性指数关系密切.研究结果表明受人类活动干扰程度大、景观破碎化较为严重的区域水体抗生素的浓度较高.     

典型工业无组织源VOCs排放特征

选取制药厂、酿酒厂和橡胶厂分析了不同工艺过程VOCs排放特征.结果表明,制药厂安乃近合成和氨基比林合成的VOCs排放以苯、甲苯和苯乙烯等苯系物为主,乙酰氨基酚合成的VOCs排放主要以C4～C6的烷烃为主,酿酒厂和橡胶厂VOCs排放均以甲苯、乙苯和间,对二甲苯为主.采用最大增量反应活性法对臭氧生成潜势进行分析,制药厂安乃近合成和氨基比林合成VOCs单位臭氧生成潜势以苯、甲苯等苯系物为主;乙酰氨基酚合成以顺-2-丁烯、甲苯和异戊烷为主;酿酒厂、橡胶厂以甲苯、乙苯、间,对二甲苯为主.同时采用阈稀释倍数对VOCs进行恶臭分析,制药厂和酒厂无组织排放VOCs恶臭污染程度较轻,橡胶厂的伸缩装置车间和硫化车间的无组织VOCs排放存在一定程度的恶臭污染.     

水解酸化-SBR法处理啤酒废水

应用水解酸化—SBR法处理啤酒厂废水 ,工程实际运行结果表明 ,处理的水质较稳定 ,处理效率较高 ,出水满足国家标准。     

Impacts of climate variability and changes on domestic water use in the Yellow River Basin of China

We present a methodology for using a domestic water use time series that were obtained from Yellow River Conservancy Commission, together with the climatic records from the National Climate Center of China to evaluate the effects of climate variability on water use in the Yellow River Basin. A suit of seven Global Circulation Models (GCMs) were adopted to anticipate future climate patterns in the Yellow River. The historical records showed evidences of rises in temperature and subsequent rises in domestic water demand in the basin. For Upstream of Longyangxia region, the impact was the least, with only 0.0021?×?10⁸ m³ for a temperature increase of 1 °C; while for Longyangxia-Lanzhou region, domestic water use was found to increase to 0.18?×?10⁸ m³ when temperature increases 1 °C. Downstream of Huayuankou was the region with the most changes in temperature that gave the highest increase of 1.95?×?10⁸ m³ in domestic water demand for 1 °C of change of temperature. Downstream of Huayuankou was identified as the most vulnerable area, where domestic water demand increases nearly by 42.2 % with 1 °C increase of temperature. Judging from the trends of temperature range, we concluded that future temperature in Yellow River Basin has an increasing tendency. This could worsen the existing issues of domestic water demand and even more to trigger high competition among different water-using sectors.     

间歇式活性污泥法处理啤酒废水

在实验研究基础上，成功地应用间歇式活性污泥法（以下简称ＳＢＲ法）处理啤酒生产废水。实践证明该工艺具有总投资省、处理效果好，对废水水质适应性强、工艺稳定、能耗低等优点。     

Synthesis of maximum water recovery network for batch process systems

Development of maximum water recovery (MWR) networks for continuous processes based on Pinch Analysis has been rather well established. In contrast, less work has been done on the water minimisation problem for batch process systems. This work presents a two-stage procedure for the synthesis of an MWR network for a batch process system, covering both mass transfer-based and non-mass transfer-based water-using processes. The first stage of the synthesis task is to locate the various network targets, which include the overall and interval-based minimum utility targets (fresh water and wastewater flows) as well as storage capacity target using the newly developed time-dependent water cascade analysis (WCA) technique. In the second stage, a new tool called the time-water network is introduced to help in the development of the MWR network to achieve the established utility targets. This new network representation has an advantage of clearly depicting the time-dependent nature of a batch water network.