Experiment Research on Leachate Treatment of Sanitary Landfill for Municipal Solid Waste

It is difficult to treat landfill leachate in China.Traditional biologic method and physical method always have high expenses,or cann''t reach the discharge standards.The authors use a new biologic method to treat landfill leachate,which is the Wood_microbial System from Japan.The system to be digested by 3 aeration tanks and 1 reaction tank.The comparison combine processed wool_dust broken pieces with the certain grain degree size were throw in the tanks.Dirty and organic matter are in the digest tanks through the aeration reaction and aneration reaction repeatedly.In this experiment the speed of wastewater discharge and oxygen supply has been changed, and the change of biologic system and the effect of pollutant are removed. The optimal treatment condition can be found.The experiment shows that the system has a good result,special for nitrogenous.The BOD is average to do away with the rate to amount to 90%,almost reach the second class or third class for leachate standard.But BOD loading should be not beyond 4 kg/(m 3.d),othrwise,the system will not operate in normally.     

垃圾浸出液厌氧处理研究

本研究采用厌氧—好氧生物氧化的工艺技术,自行设计和制造了一套有机玻璃为材料的模拟装置,对垃圾浸出液进行处理研究。经试验结果表明,利用本设计装置处理后的污水,可运到国家农田灌溉的污水排放指标并基本达到国家三类废水的排放指标。该成果已通过市级专家鉴定,并将应用于垃圾场淤出污水的处理工程。     

青葙的自毒作用及对其他植物的化感作用

【目的】研究青葙Celosia argentea L.的自毒作用及对其他植物的化感作用,从化感作用的角度探讨其作为常见田间杂草并与入侵植物三叶鬼针草Bidens pilosa L.共存的适应机制。【方法】采用室内生测方法,测定了青葙新鲜叶片水浸提液对青葙、三叶鬼针草、油菜Brassica campestris L.和萝卜Raphanus sativus L.4种植物种子萌发和幼苗生长的影响;采用室内盆栽试验,测定了青葙鲜叶水提取液浇灌和鲜叶覆盖对青葙生长的影响,以及青葙和三叶鬼针草凋落物覆盖的相互化感作用。【结果】青葙鲜叶水浸提液对4种受体植物种子萌发和幼苗生长均有不同程度的抑制作用,且随着提取液质量浓度的增加,抑制作用增强。无论是浇灌青葙水浸提液还是添加青葙叶片覆盖的处理都可以降低盆栽青葙的生物量,其中,质量浓度为0.250 0 g·mL~(-1)提取液浇灌盆栽的青葙,其生物量比对照降低了37.5%。将三叶鬼针草和青葙的凋落物覆盖盆栽的青葙和三叶鬼针草,40 d后均显著抑制了青葙生物量;与对照相比,单独覆盖青葙凋落物使盆栽三叶鬼针草的地上部质量和总生物量分别降低了23.0%和22.2%。【结论】青葙既有自毒作用,又对油菜和萝卜有较强的化感作用,应控制田间青葙的大量生长,同时栽培青葙时应避免连作;青葙和三叶鬼针草具有相互的化感抑制作用,青葙通过化感作用实现与三叶鬼针草的共存。     

Concentration Profile of Nitrogen and Phosphorus in Leachate of a Paddy Plot during the Rice Cultivation Period in Southern Korea

Abstract

The relationships between nitrogen (N) and phosphorus (P) concentrations in surface flooding water and those in the leachate of various soil depths were monitored, and temporal variation of leaching losses of N and P from a paddy plot during rice cultivation was estimated under the conditions of southern Korea. Even flooded conditions nitrification in subsurface soil was identified, but nitrate concentrations in leachate were less than 10 mg/L, the standard drinking water nitrate concentration set by the World Health Organization (WHO). The NO₃‐N and ortho‐P concentrations in the leachate were generally higher than those in the surface flooding water. Field data implied that leaching losses would not be accurately estimated under the flooded conditions of the paddy field when using the N and P concentrations of surface flooding water and infiltration depth. The leaching losses of NO₃‐N from paddy fields were high immediately after fertilization. The study results suggested that proper fertilization and irrigation strategies are required to reduce leaching losses of NO₃‐N from paddy fields.     

农村生活垃圾生物稳定预处理对渗滤液产生及污染潜力的影响

为从源头控制垃圾填埋场渗滤液污染,以广州市番禺区猛涌村生活垃圾处理示范基地为研究对象,以猛涌村中转站分选得到的有机垃圾为试验材料,采用生物稳定和淋溶试验研究方法,以未经生物稳定处理的垃圾淋溶试验模拟渗滤液产生为对照（CK）,以生物稳定预处理36d的垃圾淋溶试验模拟渗滤液产生为处理1（T1）,以生物稳定预处理12d的垃圾淋溶试验模拟渗滤液产生为处理2（T2）。通过分析渗滤液pH、氨氮、总磷、COD、水溶性碳等指标的变化,考察生物预处理方法对渗滤液的污染控制效果。结果表明,在10d淋溶试验过程中,T1、T2渗滤液产量比CK分别减少33、28;CK渗滤液pH一直呈酸性,而T1、T2介于在7.0～8.5;T1、T2渗滤液氨氮、总磷、COD、水溶性碳平均浓度分别比CK降低77、63,75、69,73、66,74、69,明显降低了垃圾的污染潜力,垃圾生物稳定程度越高,污染潜力越低。研究成果从生态控制的角度为垃圾填埋场渗滤液污染防治提供了理论依据。     

垃圾渗滤液中CoD在饱水带迁移的模拟研究

[目的]模拟研究垃圾渗滤液中COD在饱水土层中的迁移变化特征。[方法]以广州市李坑垃圾填埋场为例,选取渗滤液中COD为特征污染物,采集排水沟两侧饱水带土层,通过试验确定吸附、降解与弥散系数,构建了饱水带COD迁移数学模型。考虑不同场龄渗滤液中COD的浓度差异,分别以不同场龄渗滤液的COD浓度为边界条件,利用模型数值解预测COD饱水土层中的迁移变化特征,并基于地下水质标准,对COD环境影响进行了评价。[结果]COD在饱水带土层中的衰减主要发生在离排水沟10m的范围内（衰减83%）。老年、中年、年轻垃圾渗滤液将地下水污染为Ⅲ类水的最远距离分别为29.2、37.2和47.9m,将地下水污染为Ⅴ类水的最远距离分别为27.1、33.2和44.1m。[结论]为填埋场区周围地下水污染防治提供了理论依据。     

农村生活垃圾生物稳定预处理对渗滤液产生及污染潜力的影响

为从源头控制垃圾填埋场渗滤液污染,以广州市番禺区猛涌村生活垃圾处理示范基地为研究对象,以猛涌村中转站分选得到的有机垃圾为试验材料,采用生物稳定和淋溶试验研究方法,以未经生物稳定处理的垃圾淋溶试验模拟渗滤液产生为对照(CK),以生物稳定预处理36d的垃圾淋溶试验模拟渗滤液产生为处理1(T1),以生物稳定预处理12d的垃圾淋溶试验模拟渗滤液产生为处理2(T2).通过分析渗滤液pH、氨氮、总磷、COD、水溶性碳等指标的变化,考察生物预处理方法对渗滤液的污染控制效果.结果表明,在10d淋溶试验过程中,T1、T2渗滤液产量比CK分别减少33%、28%;CK渗滤液pH一直呈酸性,而T1、T2介于在7.0～8.5;T1、T2渗滤液氨氮、总磷、COD、水溶性碳平均浓度分别比CK降低77%、63%,75%、69%,73%、66%,74%、69%,明显降低了垃圾的污染潜力,垃圾生物稳定程度越高,污染潜力越低.研究成果从生态控制的角度为垃圾填埋场渗滤液污染防治提供了理论依据.     

Landfill Leachate Treatment by Cavitating Water Jets

Cavitating water jets were used to degrade complicated organic compounds sampled from landfill leachate from a sanitary landfill in Chongqing, P. R. China. The law of chemical oxygen demand (COD) and the impact of factors such as pumping pressure, confining pressure, cavitating time and pH were evaluated in the experiment. We concluded that a cavitating water jet can degrade complicated organic compounds. Cavitating water jets therefore can improve biological oxygen demand (BOD)5/COD. The optimal cavitating condition was also obtained: at a pH 9.0, confining pressure 0.6MPa, cavitating time 90mins and pumping pressure 10MPa,the COD, BOD5 and BOD5/COD increase to 124.8%, 293.3% and 52.44% respectively. Chromaticity decreases while SS increase to 191.5%. These changes create good conditions for subsequent treatment.     

Treatment Difficulties and Strategies for Landfill Leachate

The current status of leachate treatment in garbage landfills and its treatment difficulties were elaborated and summarized. Based on the advantages and disadvantages of various landfill leachate treatment technologies, a multi stage treatment composed of pretreatment, bio treatment and deep treatment was suggested as an ideal treatment. A new way to treat landfill leachate was presented. It combines electrochemical and oxidation ditches with sand filtration. The advantages of the new technique were also analyzed.     

IC反应器处理垃圾渗滤液的特性研究

利用IC反应器处理垃圾渗滤液,试验在判断渗滤液C/N性能的基础上逐步提升进水有机负荷,使进水负荷在反应器启动末期达到垃圾渗滤液原水水质的要求,随着颗粒污泥的形成,反应器出水C/N比由0.62提高到1.70,CODCr去除率达到56.8%,氨氮去除率达到12.5%。反应器对垃圾渗滤液的去除率较低,建议实际工程中后续深度处理工艺。