UASB-SBR工艺处理规模化畜禽养殖废水

针对规模化畜禽养殖废水常规厌氧-好氧组合处理工艺及SBR处理工艺脱氮效率低、运行费用高等问题,采用UASB-SBR工艺,研究3种不同的SBR模式对处理效果的影响。结果表明,UASB容积负荷(以COD计)8 kg·(m3·d)-1、pH 7.0、温度35 ℃、HRT 25 h时,COD去除率为80%~85%;SBR在进水15 min、反应480 min、沉淀60 min、出水15 min、闲置810 min条件下,对废水COD、NH+4-N、和TN去除率分别为91.8%、98.7%和71.6%,出水COD≤180 mg·L-1、NH+4-N2-N积累率超过50%,出现了NO-2-N积累,短程硝化反硝化是主要脱氮方式。     

Comparison of fenton and photo-fenton processes for livestock wastewater treatment

In this study, the photochemical degradation of livestock wastewater was carried out by the Fenton and Photo-Fenton processes. The effects of pH, reaction time, the molar ratio of Fe(2 +)/H(2)O(2), and the Fe(2 +) dose were studied. The optimal conditions for the Fenton and Photo-Fenton processes were found to be at a pH of 4 and 5, an Fe(2 +) dose of 0.066 M and 0.01 M, a concentration of hydrogen peroxide of 0.2 M and 0.1 M, and a molar ratio (Fe(2 +)/H(2)O(2)) of 0.33 and 0.1, respectively. The optimal reaction times in the Fenton and Photo-Fenton processes were 60 min and 80 min, respectively. Under the optimal conditions of the Fenton and Photo-Fenton processes, the chemical oxygen demand (COD), color, and fecal coliform removal efficiencies were approximately 70--79, 70--85 and 96.0--99.4%, respectively.     

新型SBBR处理畜禽废水脱氮实验研究

以畜禽废水为处理对象,将序批式运行模式应用到好氧三相内循环生物流化床中,考察在不同模式下的处理效果及氮的转化情况。实验结果表明,在室温条件下,进水COD浓度为2 000 mg/L左右,总氮为140 mg/L左右时,保持溶解氧在2~2.5 mg/L,交替好氧/缺氧运行方式处理效果优于单一的好氧/缺氧方式;模式为3 h(曝气)-1.5 h(停曝)-1.5 h(曝气)-1 h(停曝)时系统对总氮和氨氮处理效果最好,总氮去除率达到90%,系统主要脱氮方式为同步硝化反硝化和短程硝化反硝化。     

利用给水厂污泥预处理畜禽养殖废水

实验考察了直接回用未脱水的给水厂污泥(undewatered water treatment sludge,UWTS)做絮凝剂进行畜禽养殖废水预处理的可行性.单因素实验结果表明,随着投加量和pH的增加,出水悬浮物浓度(suspended solid,SS)、化学需氧量(chemical oxygen demand,COD)和总磷(total phosphorus,TP)的去除率不断增加;随着快速搅拌速度的提高,UWTS的絮凝效果呈现先增强后减弱的趋势;随着沉淀时间的延长,出水中SS、COD和TP的去除率起初逐渐增大,但15 min后去除率变化不明显.进一步的正交实验分析结果表明,UWTS回用做絮凝剂的最佳反应条件为投加量2 800 mg/L,快速搅拌速度300 r/min,沉淀时间15 min,此时对应的SS、COD和TP的去除率分别为74.8％、54.6％和60.5％.最佳反应条件下的粒径分析结果表明,UWTS的投加使得粒径范围在40 ～ 180 μm的颗粒物得到了去除.尽管与商品化絮凝剂相比,UWTS的絮凝效果略差,但是,利用其预处理畜禽养殖废水具有成本优势,因而具有应用潜力.     

Managing ammonia emissions from livestock production in Europe

Around 75% of European ammonia (NH(3)) emissions come from livestock production. Emissions occur at all stages of manure management: from buildings housing livestock; during manure storage; following manure application to land; and from urine deposited by livestock on pastures during grazing. Ammoniacal nitrogen (total ammoniacal-nitrogen, TAN) in livestock excreta is the main source of NH(3). At each stage of manure management TAN may be lost, mainly as NH(3), and the remainder passed to the next stage. Hence, measures to reduce NH(3) emissions at the various stages of manure management are interdependent, and the accumulative reduction achieved by combinations of measures is not simply additive. This TAN-flow concept enables rapid and easy estimation of the consequences of NH(3) abatement at one stage of manure management (upstream) on NH(3) emissions at later stages (downstream), and gives unbiased assessment of the most cost-effective measures. We conclude that rapid incorporation of manures into arable land is one of the most cost-effective measures to reduce NH(3) emissions, while covering manure stores and applying slurry by band spreader or injection are more cost-effective than measures to reduce emissions from buildings. These measures are likely to rank highly in most European countries.     

矿化垃圾生物反应床处理畜禽废水的试验研究

矿化垃圾具有较大的吸附比表面积 ,较强的阳离子交换容量 (6 7.9meq/ 10 0 g) ,无二次污染 ,是很好的污水处理生物介质。借助于矿化垃圾柱物理模型试验装置 ,在实验室进行了历时 6个月的矿化垃圾反应床处理畜禽污水试验。结果表明 ,系统出水有较大改善 ,出水溶解氧有较大提高 ,pH值呈中性。该处理系统对畜禽污水中色度、SS、CODCr、BOD5、NH3 N和总磷的平均去除率分别为 6 4.7%、5 4.2 9%、75 .33 %、88.71%、94.5 5 %和 99.83 % ;处理出水中CODCr、BOD5、NH4 N和总磷的平均浓度分别为 185 .6 1mg/L、14.94mg/L、2 6 .79mg/L和 0 .0 79mg/L ;总氮的平均去除率仅为 2 1.2 9%。反应器运行 6个月以来 ,运转良好 ,未发生阻塞现象     

养殖污水生物处理的新型流态化技术原理及其应用案例

以COD、NH4+-N、SS值高以及臭味大的水质特征的养殖污水作为研究对象,针对一般处理模式中的生物反应器存在污泥相停留时间短、耐负荷冲击能力低、除碳与脱氮不能协调以及投资运行费用大等问题,自行研制了具有强化传质与混合功能的射流循环厌氧与气升循环好氧流态化反应器,实现了A/O2的组合生物强化工艺,再辅以预处理与后处理工艺,实践了规模为216 m3/d的工程设计与运行,通过连续6个月的运行数据来评价所提出工艺的工程效果。在A、O1与O2的运行负荷(kg COD/(m3.d))分别为6、6及0.5的近似条件下,当进水COD、BOD5、NH 4+-N和SS浓度分别为11 000～13 000、5 500～6 500、560～640和7 000～9 000 mg/L时,处理后出水浓度分别可降低至56.8～59.2、4.7～4.9、8.6～9.5和37.0～39.4 mg/L,各项指标均达到《广东省水污染物排放限值》(DB4426-2001)第2时段的一级排放标准限值要求,取得了明显的工程实效,表明所开发的技术有推广应用的价值。     

Occurrence and ecological hazard assessment of selected veterinary medicines in livestock wastewater treatment plants

The occurrence of some veterinary medicines in the livestock wastewater plants (WWTPs) was investigated. This investigation represented the occurrence of veterinary medicines to treat in the livestock WWTPs or be discharged into the water system in Korea since the sampling sites were widely distributed across the nation and samples were collected from the 11 livestock WWTPs. Nine antibiotics, two analgesics, and two disinfectants occurred in the livestock wastewater plants (WWTPs). From 11 livestock WWTP influents, chlortetracycline, oxytetracycline, acetylsalicylic acid, and disinfectants frequently occurred with the high concentrations. Meanwhile, sulfamethoxazole, erythromycin-H₂O, and trimethoprim did not occur during sampling periods. The values for log Kow of each chemical showed a high correlation with the number of hydrogen bonding acceptors and were important parameters to estimate and understand the biodegradability and toxicity of a compound in the environment. The biodegradability of each compound was proportional to the hydrophilicity of each compound and the toxicity was proportional to the number of hydrogen bonding acceptors of each compound. The expected introductory concentration (EIC), predicted exposure concentration (PEC), and hazard quotient showed that the livestock WWTP effluents were hazardous to ecosystems.     

生物渗滤床处理养殖废水的微生物活性及堵塞问题

以河砂作为渗滤介质,以养殖废水作为处理对象,在水力负荷为0.26 m/d,1 d淹水,2 d落干的运行方式下开展了生物渗滤床处理养殖废水及微生物活性变化规律研究,用脱氢酶活性和生物量等指标进行了污染物的去除机理和对系统堵塞机理的讨论。结果表明,微生物活性及微生物量随渗滤介质层的加深,先升高后降低,在生物渗滤床的渗滤介质上层0.65 m范围内,系统对污染物的去除率达到80%,污染物的去除主要发生在中上层介质。在一个淹水、落干周期内,微生物活性呈现基本保持不变、后逐渐升高和再降低的趋势,经历了一个完整的微生物的生长曲线,未出现堵塞问题。     

固定化活性污泥实现短程硝化反硝化处理畜禽废水

以畜禽废水为处理对象,通过分别控制水力停留时间(HRT)、溶解氧(DO)、pH值、温度和碳氮比(C/N)等影响亚硝化的主要单因子,以使固定化活性污泥颗粒实现短程硝化反硝化反应,在连续流运行模式下进行废水脱氮实验,实验结果表明,单因子HRT为10 h,溶解氧为4 mg/L,pH值为8.5,温度为30℃,碳氮比为10时,对TN和COD的去除率分别为81.98%、93.79%;87.32%、98.35%;83.82%、93.93%;85%、97%;85.37%、97.28%,达到了理想的去除效果。     

Ammonia emission from grassland and livestock production systems in the UK

Emissions of ammonia were measured from livestock excreta and fertilisers applied to grass swards, from grazed paddocks, from decomposing grass herbage and from an animal house containing dairy cows. Emissions from urine, dung, slurry and fertilisers were determined using a system of wind tunnels with each tunnel covering an area of 1 m(2). Emissions from grazed swards were determined using a micrometeorological mass balance method. From the results of these measurements, together with other published information, an inventory for ammonia emissions has been calculated for grassland and livestock production systems over the UK as a whole. It is estimated that emissions from grassland and cattle and sheep production amount to about 230 kt NH(3)-N annually, while emissions from pig and poultry production amount to about 40 kt and 80 kt NH(3)-N, respectively.     

偶氮二异庚腈生产废水处理试验和工程调试

偶氮二异庚腈的生产过程中产生大量的废水,其有机物和氨氮含量高,生化性差.为解决其处理达标问题,采用氨氮吹脱-上流式厌氧污泥床(UASB)-A/O- NaOCl强氧化-接触氧化的组合工艺对其进行了试验研究.结果表明,该工艺对COD、氨氮的去除率分别达到99％、98％以上.并在此试验研究的基础上,投资建设了一个污水处理站,采用氨氮吹脱-UASB-A/O-二级好氧-NaOCl强氧化-接触氧化-气浮池的组合工艺,经过一年多的运行,出水水质稳定,对COD、氨氮的去除率分别为99％、98％以上,出水水质达到《污水综合排放标准》(GB 8978-1996)的一级标准.     

The use of low-cost adsorbents for wastewater purification in mining industries

Recently, great attention has been paid to the environmental problems in mining industry. At present there are different ways of mineral processing, as well as various methods of wastewater treatment, most of them are expensive. Work is ongoing to find low-cost treatments. In this article, low-cost adsorbents, potentially useful for wastewater treatment on mining and metallurgical plants, are reviewed; their characteristics, advantages, and disadvantages of their application are compared. Also adsorption of different metals and radioactive compounds from acidic environment similar to composition of mining and metallurgical wastewaters is considered.     

三级串联人工快渗系统处理养殖废水

人工快速渗滤系统（constructed rapid infiltration,CRI）是在传统的污水快速渗透系统上发展起来的一种新的生物处理方法。采用猪粪浸泡污水模拟实际猪场处理系统的厌氧出水,研究三级串联人工快渗系统对其污染物的去除效果。试验结果表明,三级串联系统对废水COD、NH3N的去除率稳定在81%和94.5%,出水均满足了《畜禽养殖行业污染物排放标准》（GB18596-2001）的要求,同时三级串联系统还可以有效预防系统的堵塞。     

亚硝态氮对同时产甲烷反硝化工艺处理畜禽粪水的影响

为进一步提高同时产甲烷反硝化反应对畜禽粪水化学需氧量(COD)和氮的去除效率,应用畜禽粪水于接种颗粒污泥的厌氧混合式反应器,进行不同COD与亚硝态氮浓度比值(COD/NO-2-N)对同时产甲烷反硝化反应的影响研究。通过实时监测反应器内COD、凯氏氮(TKN)、辅酶F420、β-葡萄糖苷酶、产气率、pH和氧化还原电位(ORP)等指标得出,COD/NO-2-N为30/1、40/1时,COD去除率、辅酶F420和β-葡萄糖苷酶含量与空白无亚硝态氮的变化规律一致,亚硝态氮几乎未对糖类水解菌及产甲烷菌活性产生抑制作用;而COD/NO-2-N为10/1、20/1时,COD去除率、辅酶F420和β-葡萄糖苷酶含量较低,糖类水解菌及产甲烷菌活性受到抑制。     

Occurrence and distribution of pharmaceuticals in wastewater from households, livestock farms, hospitals and pharmaceutical manufactures

Twenty-four pharmaceuticals were measured in wastewater from 12 municipal wastewater treatment plants (M-WWTPs), four livestock WWTPs (L-WWTPs), four hospital WWTPs (H-WWTPs) and four pharmaceutical manufacture WWTPs (P-WWTPs). The total concentration of pharmaceuticals in the influent samples was highest in the L-WWTPs followed by the P-WWTPs, H-WWTPs and M-WWTPs. The effluents had different patterns of pharmaceuticals than their corresponding influents because of the different fate of each compound in the WWTPs. Non-steroidal anti-inflammatory drugs (NSAIDs) were the most dominant in the influents from the M-WWTPs and P-WWTPs, while antibiotics were dominantly detected in the L-WWTP. In the H-WWTP influents, NSAIDs, caffeine and carbamazepine were dominant. In the P-WWTPs, the distribution of pharmaceuticals in the effluents varied with sampling sites and periods. The M-WWTP influents had the highest daily loads, while the effluents showed somewhat similar levels in all source types.     

Photochemical production of methane in natural waters: implications for its present and past oceanic source

We conducted irradiation experiments with riverine, estuarine, and marine water samples to investigate the possibility of photochemical methane (CH4) formation. CH4 photoproduction was undetectable under oxic conditions or in the absence of methyl radical precursors indicating that its photochemical formation is negligible in the present ocean. Significant photochemical CH4 production was observed in the presence of a methyl radical precursor such as acetone under strictly anoxic conditions. Our results indicate an indirect formation mechanism with coloured dissolved organic matter acting as photosensitizer. We suggest that photochemical CH4 formation might have occurred in the anoxic ocean surface layer of the Archean prior to the onset of O2 accumulation in the atmosphere at around 2300 million years ago. Oceanic CH4 photoproduction via methyl radical (CH3) precursors and its subsequent release to the atmosphere may have contributed to high CH4 mixing ratios in the Archean atmosphere.     

固定化斜生栅藻净化畜禽废水中氨氮和磷的影响因素

为探讨Cu2+、p H和流速对固定化斜生栅藻去除畜禽废水中NH+4-N、TP效果的影响,在实验室条件下模拟实际污水处理过程,并采用正交实验方案对结果进行分析。结果表明低质量浓度Cu2+(0~0.05 mg/L)改善藻的净化效果,高质量浓度Cu2+(0.50~5.00 mg/L)抑制藻的净化效果;在p H较高的条件下(p H=9),固定化斜生栅藻的净化效果明显提高;流速对结果没有明显影响。通过正交实验,得出固定化斜生栅藻去除畜禽废水中NH+4-N、TP的优化条件如下:Cu2+质量浓度为0.05 mg/L,p H为9,流速为0.3 m/s。此时NH+4-N去除率为96.11%,TP去除率为97.53%。     

Treatment and reuse of wastewater in pesticide 2,4-D production

Waste-water from the production of pesticide 2,4-D often contains high concentrations of 2,4-DCP and 2,6-D as the primary pollutants. Treatment of waste-water collected from a 2,4-D manufacturer was carried out using a technology combining acidification with hyper-crosslinked resin NDA-150 adsorption process. The overall process recovered 5.4 kg of 2,4-DCP and 0.6 kg of 2,6-D per cubic metre of the wastewater. The treatment reduced the concentration of 2,4-DCP in the wastewater from >6000 mg/L to <0.5 mg/L. The optimal operation parameters of adsorption and desorption were determined. The hyper-crosslinked resin adsorbent can be re-used after regeneration by NaOH aqueous solution. The recovered 2,4-DCP with a sufficiently high purity may be re-used in the production of 2,4-D. The technology may thus be applied to the treatment of waste-water for reclamation of chemicals for 2,4-D production while minimising the environmental nuisances and hazards that may be caused by these chemicals.     

粉煤灰基混凝剂制备及处理印钞废水研究

将粉煤灰经过超细球磨后再采用微波处理,用于制备粉煤灰基混凝剂。结果表明,超细和微波处理能明显增加混凝剂的产率和性能。通过正交实验确定了去除印钞废水中浊度的粉煤灰基混凝剂的最佳制备工艺条件：粉煤灰/酸比为1∶4（w/v）,粉煤灰/碱比为1∶3（w/v）,熟化温度为40℃。当投加量为5 mL/100 mL时,粉煤灰基混凝剂对印钞废水处理的浊度去除率为98.37％。对粉煤灰基混凝剂的混凝机理进行了分析。