山谷型生活垃圾填埋场填埋方案及防洪措施设计实例

以甘肃省武山县生活垃圾填埋场为例,对山谷型生活垃圾填埋场的不同填埋方案及防洪措施进行了分析比较,确定了填埋场工程总体方案布局,为山谷型生活垃圾填埋场工程设计提供了参考解决方案。     

Effect of pyrolysis temperature and hold time on the characteristic parameters of adsorbent derived from sewage sludge

According to the Doehlert‘s matrix method, the adsorbent derived from sewage sludge was prepared through chemical activation under controlling the pyrolysis temperature and hold time. The characteristic parameters including the total yield, adsorption of methylene blue, adsorption of iodine, BET surface area, micro-pore volume are 35%-49%, ]6..5--38 mg/g, 28.5--362 mg/g, 18.5--359 m^2/g, and 0.112--0.224 m^3/g, respectively. According to the experimental data, the multi-linear regression method was adopted to fit the relations between the characteristic parameters and influential factors. At final, through optimization method, the optimal adsorbent is obtained when using 62 min as hold time and 1105K as pyrolysis temperature. Under the conditions, the adsorbent was produced and compared the characteristic parameters with model forecast value, the coherence is satisfied.     

淋滤水量对多环芳烃在土壤剖面中纵向迁移的影响研究

为了揭示淋滤作用对多环芳烃(PAHs)在土壤剖面中纵向迁移的影响,选取北京市昌平区一条具有代表性的土壤剖面作为实验样品,进行了PAHs土柱淋滤模拟研究。结果表明:经过淋滤作用后,淋滤水量不同的三个土柱(A1,A2,A3,淋滤水量依次增大)表层土中残留PAHs总量逐渐降低,但不同环数PAHs含量降低幅度存在较大的差别,低环数PAHs受影响程度更大;在淋滤水量相同的情况下,不同环数PAHs的含量均存在随土柱深度的增大而逐渐降低的趋势,但降低程度存在一定差别。由此推测,通过长期淋滤作用,表层土中的PAHs可以向深层土壤迁移,这些认识可以为深层土壤及浅层地下水的多环芳烃污染评价及保护提供合理的理论依据。     

三阶段控温堆肥过程中接种复合微生物菌群的变化规律研究

接种复合微生物是提高堆肥效率的主要方法之一,但由于堆料中土生微生物的竞争,较高浓度的土生微生物浓度会抑制接种微生物的长生繁殖.实验表明:当堆料中土生微生物初始浓度为4×10⁸CFU/g时,所接种的微生物不增殖,且随着堆肥的进行,浓度下降很快;而非接种微生物增殖很快,最高浓度可达10¹⁰CFU/g.当土生微生物浓度降低至4×10⁵个/g,接种微生物增殖较快,最高达10¹¹CFU/g.因此,本文利用堆肥自身产热和少许外来热源加热的三阶段控温法进行堆肥.使堆温在4 h内迅速升到70℃以上,并维持8 h,从而使土生微生物浓度降至4×10⁵个/g以下,并起到软化堆料,便于微生物降解的目的.待温度冷却至35℃～45℃时,接种复合微生物,使其快速生长繁殖,数量从10⁸ CFU/g上升到10¹¹CFU/g(干样品),且接种微生物以非接种做生物保持优势地位,从而快速分解垃圾中的有机物.由于在最终产品中含有大量接种有益微生物,可利用其作为菌肥进行回流接种堆肥,以增加堆料中接种微生物数目、改善堆肥微环境、节约菌剂用量、缩短堆肥发酵周期和降低堆肥成本.但利用接种微生物堆肥产品作为菌肥反复接种时,随着反复次数的增加,非接种微生物高浓度繁殖;接种微生物和非接种微生物浓度比约为1:3(反复接种5次),浓度情况发生了逆变.因此,回流菌肥反复接种5次后,接种菌剂基本上就不再起作用了.     

城市固体有机废物堆肥实验装置设计

根据城市固体有机废物的特点和性质 ,设计了一种堆肥的实验装置 ,该设计包括空间结构设计、通风系统设计和搅拌系统设计。空间结构设计的特点是小型的、用于实验室研究的、仓式动态好氧结构 ;通风系统的设计则是以供氧、散热和去除水分所需通风量为基础 ;搅拌系统设计包括搅拌器的结构设计和所需动力设计     

Repercussions of COVID-19 pandemic on solid waste generation and management strategies

• Implication of COVID-19 on medical waste and MSW generation is studied. • Challenges and effective strategy of solid waste generation is reviewed. • 2.9 million tons of COVID-19 related medical waste has been generated until Sep. 22. • The pandemic has postponed policies related to the reduction of plastic use. • Blockade resulted in a significant drop in waste generation in some regions. It has been over ten months since the beginning of the 2019 coronavirus disease (COVID-2019), and its impact on solid waste management, especially medical waste, is becoming clearer. This study systematically reviews the potential influences of the COVID-19 pandemic on medical waste, personal protection equipment waste and municipal solid waste (MSW), and discusses the corresponding measures and policies of solid waste management in typical countries. The results show that the generation of medical waste from the pandemic increased significantly, with 18%‒425% growth. It is estimated that the daily output of COVID-19 medical waste increased from 200 t/d on Feb. 22 to over 29000 t/d at the end of September 2020 throughout the world. The use of personal protective equipment will continue to grow in the long-term, while the blockade and isolation measures greatly reduced the volume of commercial waste, especially for tourist cities, and part of this waste was transferred to household waste. Residents’ attitudes and behavior toward food waste have changed due to the COVID-19 pandemic. In response to the pandemic, international organizations and several countries have issued new policies and guidelines and adjusted their management strategies for medical waste and MSW treatment. The pandemic has brought specific challenges to the disposal capacity of medical waste worldwide. It has also brought about the stagnation of policies related to the reduction of plastic products and waste recycling. This study will provide some useful information for managers and governmental officials on effective solid waste management during and after the COVID-19 pandemic.     

用驯化的活性污泥强化修复氯酚污染土壤的试验

以接种驯化的活性污泥为生物强化手段,通过摇瓶反应模拟生物泥浆反应器的运行,研究了受氯酚污染土壤的修复特性。结果表明,接种驯化的活性污泥可以大大加快邻氯苯酚（2-CP）的降解速率,对2-CP初始污染浓度为500 mg/kg干土的土壤,接种1%活性污泥 （w∶w）后反应11 h降解率即可达到96.4%。最适的反应条件为：活性污泥接种量1%,水土比2∶1,温度25 ℃,摇床转速200 r/min。2-CP的降解符合表观一级动力学方程;且当初始浓度为50～500 mg/kg干土时,2-CP降解速率常数随着初始浓度的增大而减小。     

高浓度难降解乳化废水湿式氧化动力学

以高浓度难降解乳化废水为处理对象,在2L高压间歇反应釜中,研究了温度对湿式氧化的影响和动力学特征。结果表明,升高温度不但促使反应向直接氧化成终产物方向偏移,也使中间产物加速氧化,使CODcr和TOC去除率显著提高,220℃时可分别达86．4％和79．5％;通用动力学模型能较好预测湿式氧化过程,并得到基于CODcr的表观活化能：有机物直接氧化成终产物为6．19kJ／mol;中间产物氧化成终产物为24．47kJ／mol。     

Genotypic and environmental variation in chromium, cadmium and lead concentrations in rice

Genotypic and environmental variation in Cr, Cd and Pb concentrations of rice grains and the interaction between these metals were investigated by using 138 rice genotypes grown in three contaminated soils. There were significant genotypic differences in the three heavy metal concentrations of rice grains, with the absolute difference among 138 genotypes in grain Cr, Cd and Pb concentrations being 24.5-, 9.1- and 23.8-folds, respectively, under the slightly contaminated soil (containing 4.61mgkg(-1) Cr, 1.09mgkg(-1) Cd and Pb 28.28mgkg(-1), respectively). A highly significant interaction occurred between genotype and environment (soil type) in the heavy metal concentrations of rice grains. Cr concentration in rice grains was not correlated with Cd and Pb concentration. However, there was a significant correlation between Cd and Pb in slightly and highly contaminated soils. The results suggest the possibility to develop the rice cultivars with low Cd and Pb concentrations in grain.     

水泥、粉煤灰及DTCR固化/稳定化重金属污染底泥

采用水泥、粉煤灰及有机硫稳定剂DTCR固化/稳定化处理重金属污染的底泥,考察固化体的抗压强度及重金属浸出毒性,确定了底泥固化/稳定化的最佳工艺条件。结果表明:仅用水泥固化/稳定化重金属污染底泥,固化体抗压强度随水泥用量的增加而上升,重金属浸出浓度则下降,当水泥∶干底泥质量比为0.6∶1.0时,固化体7 d抗压强度能达到0.99 MPa的标准值;进一步研究发现,水泥∶粉煤灰∶干底泥质量比为0.54∶0.06∶1.0时,重金属浸出浓度有所上升,但7 d及28 d抗压强度仍能分别达到1.2 MPa和2.8 MPa;加入DTCR后,当水泥∶粉煤灰∶DTCR∶干底泥质量比为0.54∶0.06∶0.012∶1.0时,固化体7 d及28 d抗压强度分别为1.1 MPa和2.1 MPa,醋酸缓冲溶液法浸出的Cd、Pb、Zn和Cu浓度分别为0.102、0.189、0.180和0.032 mg/L。