接种菌剂对城市污泥生物干化过程中干化效果和氮素转化的影响

以广州某污水处理厂压滤污泥为原料,木屑为调理剂,添加接种菌剂和碳源,采用间歇强制通风方式进行了周期8 d的生物干化实验,研究了不同接种菌剂量对生物干化过程中温度、含水率、pH、挥发分以及氮素形态转变的影响。实验共设4组,接种菌剂添加量分别为0、2‰、4‰和6‰,其他条件相同。实验结果表明,在接种菌剂添加量为4‰时,综合生物干化效果最好。堆体温度和pH在初期升高最快,含水率降低到51.73%,挥发分降低到42.04%。在氮素转化方面,污泥中的氮素在初期最容易向氨氮转化,而后期则较多的向硝氮转化。污泥的总氮含量从40.3 g/kg降低到27.6 g/kg,氮损失率为31.51%。     

剩余污泥生物干化处理及产物土地利用潜力

以昆明地区污水处理厂脱水污泥为对象进行生物干化处理,考察了典型工况条件下污泥干化处理效果,探究了微生物活性及其有机质代谢,并对干化处理产物的土地利用潜力进行了评价分析。结果表明,采用污水厂脱水污泥进行处理时,混合物料初始含水率以65%左右较为适宜,采用底部间歇曝气+顶部间歇抽风的通风方式,堆体自热升温至60℃以上,高温期持续时间长达30 h;干化处理120 h时,含水率降低至50%以下,水分净去除率达到16%。干化进程中,混合料中DOC质量浓度呈降低趋势,但SCFAs组分及其浓度波动明显。伴随着堆体温度的变化,常温、中温或嗜热微生物发生更替,微生物活性及其生化代谢差异明显。干化产物中可溶性磷以及氮钾质量分数均较高,重金属Cd、As、Hg满足GB4284-2018 B级标准限值,Cr、Pb等其他重金属质量浓度满足A级标准限值,种子发芽指数GI值高达90%,污泥干化产物具备园林绿化、矿山修复等方面土地利用前景。本研究结果可为污水厂污泥处理处置及资源化利用提供参考。     

造纸污泥生物干化特性及其影响因素实验研究

采用自主设计的污泥生物干化实验装置,研究了造纸污泥生物干化特性及其影响因素。重点研究了物料配比和评价参数（温度、pH值、含水率、挥发性固体、ATP含量和淀粉分解菌数量等）的变化规律。结果表明：通过正交实验获得生物干化的最优物料配比为：淀粉（25g／500g）、锯末（40g／500g）、接种量（15mL／500g）和磷酸二氢钾（5g／500g）。造纸污泥生物干化过程中,物料温度、pH值、含水率、挥发性固体、ATP含量和淀粉分解菌数量等指标变化规律性强,效果指示性明显,均可作为污泥干化效果的表征参数。在最优工艺条件下,污泥温度达到47．8℃,经过7d生物反应后,含水率降低到50．3％,挥发性固体降低到49．5％,生物干化效果显著。     

卧式螺旋污泥好氧动态堆肥技术的研究

利用卧式螺旋式污泥好氧堆肥装置进行间歇式动态堆肥,对污水厂厌氧消化污泥进行了中温堆肥试验研究.通过控制各组堆肥的含水率、物料配比和通气量,重点探讨各种条件下堆体温度与有机物降解的关系.试验结果表明,厌氧消化污泥以木屑为调理剂在装置中可以实现好氧堆肥处理,其适宜的物料控制参数为:污泥:木屑=10:1～1.5(湿重比),堆肥含水率50%～60%;过程控制参数为:通风量为6.7～8.3 m3/h·t,发酵周期为8 d,温度45℃.     

生物干化传质传热数值模拟

基于质量、动量和能量守恒定律理论,建立好氧生物干化的数学模型,探索生物干化过程随时间和空间的变化机理。以污泥为研究对象,数值模拟污泥生物干化过程中堆体内部水分浓度与温度空间的分布形态,分析不同通风方式对水分浓度与温度的影响,模拟得到通风20 min停20 min是最佳的运行方式,同时结合实验研究,模型的水分变化值与实验值的平均绝对误差为1.04%,模型与实验值具有较高的一致性。     

投加方式和通风速率对脱水污泥堆肥效果的影响

为了在降低能耗的前提下获得更高的污泥堆肥效率和提高堆肥产品质量,利用梨形筒式好氧堆肥反应器,设置2种物料投加方式和3种通风速率,研究堆肥过程中温度、含水率、总氮以及发芽指数(GI)的变化特性。结果表明,与间歇式堆肥相比,连续式堆肥可以显著提高堆体温度和堆体腐熟度,降低堆体含水率及缩短腐熟期,但氮素损失也显著增大(P0.01);连续式堆肥的处理效率是间歇式的2.11倍,能耗降低了52.60%。通风速率为1.95 L·min~(-1)的连续式堆肥,堆体维持高温时间最长,且最终温度稳定在较高温度47~48℃,堆末含水率最低,氮素损失处于三者的中间水平,腐熟期最短。综合分析,在通风速率为1.95 L·min~(-1)的连续运行方式下,梨形筒式反应器用于污泥稳定高效堆肥是可行的。     

利用污泥熟肥作为高含水率污泥堆肥调理剂

采用静态强制通风好氧堆肥的方法,以木屑作为对比,考察了利用污泥熟肥作为调理剂对污泥堆肥过程的影响。结果表明,与以木屑作为调理剂的污泥堆体(对照组)相比,以污泥熟肥作为调理剂的污泥堆体(实验组)升温快,高温阶段(>50℃)持续时间长达10 d,满足粪便无害化卫生标准的要求,而对照组仅持续了2 d;实验组腐熟的堆肥含水率从60%降到39%,下降了21%,pH维持在7.5～8.5范围内,微生物活性较强,而对照组含水率仅下降15%,pH始终低于7.5;实验组种子发芽指数(GI)在第14天就回升到80%以上,基本上去除了植物毒性,而对照组GI在第22天才回升到50%。总体而言,污泥熟肥能显著改善堆肥中微生物的微环境,促进有机物的降解,缩短堆肥腐熟时间,是一种优质的调理剂。     

污泥干化焚烧联用系统最佳运行工况研究

污泥干化焚烧联用系统将污泥焚烧产生的能量用于污泥干化,可实现污泥处理的节能降耗。对于污泥干化焚烧联用系统的运行,进厂污泥负荷、初始含水率、热值、污泥干化目标含水率是最大的影响因素。为实现污泥干化焚烧联用系统的低能耗和安全稳定运行,结合国内某污泥干化焚烧处理工程,建立了污泥干化焚烧联用系统能量和物料平衡模型,在此基础上研究了变工况条件下污泥干化焚烧联用系统的运行模式,分析了运行负荷、污泥热值、进厂污泥含水率、入炉污泥含水率发生波动时,对污泥干化单元和污泥焚烧单元所产生的影响,并提出了对应的运行策略。     

粉煤灰与生石灰复合调理剂对市政污泥深度脱水性能的影响

污泥在污水厂厌氧消化和离心脱水后,一般含水率在80%~85%,为了后期有效的处理处置,需要进行深度脱水。实验采用化学干化法,投加不同比例的粉煤灰与生石灰复合调理剂,测定调理后污泥的含水率、脱水过滤速度和pH。实验结果表明,粉煤灰与生石灰复合调理剂可以有效改善污泥脱水性能,使泥饼含水率降低到60%以下,同时将污泥抽滤的脱水时长从20 min降至6 min内。此外,适当比例的复合调理剂可以大大降低污泥的pH,减小污泥后期处置带来的环境污染。     

塔式自然通风好氧堆肥反应器的开发与应用

针对现有堆肥反应器处理效率低、运行和维护成本较高及堆肥效率不稳定等问题,开发了塔式自然通风好氧堆肥反应器。从物料和热量平衡、通风量优化等方面对反应器进行研究。反应器主要包括反应器主体、通风管、物料承托筛板和温度监控系统等,具有运行及维护简单、能源耗费低等优点。在通风高度为3 m,初始物料投加量5.65 kg(干重比︰粪便/锯末=1∶2.5),含水率约60%时,对人粪便进行好氧堆肥实验。结果表明,堆体温度最高至62℃,并且在50℃以上高温保持5 d;TOC和COD均呈持续下降趋势,降解率分别为64.14%和56.45%;种子发芽指数为113.64%,完全达到腐熟标准。     

电渗透脱水对污泥热干燥特性的影响

以污水厂机械脱水后的污泥作为研究对象,提出了采用电渗透-热干燥结合进行深度脱水的方法。通过对原泥以及电渗透脱水至不同含水率(67%、71%和76%)的污泥在热干燥过程中含水率和干燥速率的测定,分析电渗透脱水对污泥热干燥特性的改善规律。结果表明,经电渗透脱水至含水率为67%和71%的污泥在热干燥过程中的传热传质速率及干燥速率有明显提高,且干燥温度越高,电渗透后污泥的干燥速率与原泥的干燥速率差距越大。相同电压梯度及相同温度下电渗透至67%后进行热干燥耗能最少。实际应用中应结合能耗分析选择合适的电渗透程度及干燥温度,以达到最优效果。     

Effects of lime amendment on availability of heavy metals and maturation in sewage sludge composting

A batch composting study was performed to evaluate the feasibility of co-composting sewage sludge with lime, aiming at reducing the availability of heavy metals in the sludge compost. Sewage sludge with sawdust as bulking agent was amended with lime at 0, 0.63, 1.0, and 1.63% w/w, and composted for 100 days in laboratory batch reactors. The changes in temperature, pH, electrical conductivity (EC), and extractable heavy metal contents were measured while compost maturity was determined by C/N(organic) and cress seed germination during the composting period. Liming raised pH of compost effectively at the initial stage of composting and caused a decrease in EC through precipitation of soluble ions. Lime amendment also significantly reduced water-soluble and Diethylene triamine pentracetic acid (DTPA)-extractable metal contents. The maximum reductions were 60 and 40% for Cu, 80 and 40% for Mn, 55 and 10% for Zn, and 20 and 25% for Ni at the end of the composting period for the lime-amended sludge as compared to the control. In spite of the inhibitory effect of lime amendment on the decomposition activity of sewage sludge, all treatments reached maturation after 63 days of composting as indicated by the results of C/N(organic) ratio and cress seed germination test results. A lime amendment of < or =1.0% is recommended to co-compost with sewage sludge.     

Resource recycling through artificial lightweight aggregates from sewage sludge and derived ash using boric acid flux to lower co-melting temperature

This study focuses on artificial lightweight aggregates (ALWAs) formed from sewage sludge and ash at lowered co-melting temperatures using boric acid as the fluxing agent. The weight percentages of boric acid in the conditioned mixtures of sludge and ash were 13% and 22%, respectively. The ALWA derived from sewage sludge was synthesized under the following conditions: preheating at 400 °C 0.5 hr and a sintering temperature of 850 °C 1 hr. The analytical results of water adsorption, bulk density, apparent porosity, and compressive strength were 3.88%, 1.05 g/cm³, 3.93%, and 29.7 MPa, respectively. Scanning electron microscope (SEM) images of the ALWA show that the trends in water adsorption and apparent porosity were opposite to those of bulk density. This was due to the inner pores being sealed off by lower-melting-point material at the aggregates' surface. In the case of ash-derived aggregates, water adsorption, bulk density, apparent porosity, and compressive strength were 0.82%, 0.91 g/cm³, 0.82%, and 28.0 MPa, respectively. Both the sludge- and ash-derived aggregates meet the legal standards for ignition loss and soundness in Taiwan for construction or heat insulation materials.

Implications Artificial lightweight aggregates (ALWAs) could be synthesized from sewage sludge and derived ash. In this study, co-melting technology of low temperature was applied with boric acid as a fluxing agent and the formation temperature of glass phase was decreased to 900 °C. Both aggregates derived from sludge and ash meet regulatory standards of ignition loss and soundness in Taiwan for construction or heat insulation material.     

调理剂对堆肥产品重金属生物有效性的影响

城市污泥中重金属含量及其生物有效性是限制污泥农用的主要因素,因此,研究污泥堆肥化处理过程中重金属生物有效性,对污泥的农用具有重要意义。实验以城市污泥为原料,以菌菇渣和秸秆为调理剂,设置4个处理:A(污泥∶菌菇渣∶秸秆=1∶0.4∶0.025)、B(污泥∶菌菇渣∶秸秆=1∶0.3∶0.025)、C(污泥∶秸秆=1∶0.12)和D(污泥∶秸秆=1∶0.09),进行好氧堆肥实验,采用BCR顺序提取法测定各种形态的重金属,研究堆肥前后重金属形态的变化规律。结果表明,城市污泥中Cu、Ni、Pb和Cr主要以可氧化态及残渣态存在,生物有效性较低,而Zn和Cd主要以酸溶态和可还原态存在,生物有效性较高;堆肥过程显著降低了Cu、Zn、Ni和Pb的生物有效性,并改变了Cu、Zn、Ni、Pb、Cr和Cd的形态分布,使污泥中的Cu、Zn、Ni、Pb和Cd向着更稳定的可氧化态或残渣态转变;污泥经过堆肥处理后,Cu、Zn和Ni 3种重金属生物有效性关系为:ABCD,与其他处理相比,处理A残渣态的Pb和Cr增加比例较多,综合来看,处理A对重金属生物有效性的降低最为明显,重金属钝化效果最佳。     

以城市污泥为掺料制备烧结砖

以城市污泥为部分原料制备烧结砖,对不同烧成温度下不同污泥掺量的烧结砖的物理、力学性能进行了详细分析。结果表明,污泥可用于制备烧结砖,当污泥掺量≤12%,烧成温度为1 100℃时,烧结砖物理力学性能均符合烧结砖标准要求。此外,实验以污泥掺量为12%的烧结砖,烧成温度为1 100℃为例,进行了重金属毒性浸出实验,以考察烧制污泥砖对重金属的固化作用,进而评定污泥制砖的安全性。结果表明,经过高温焙烧,大多数重金属浸出毒性都显著降低,且符合规范要求,不会对环境造成危害。其中,重金属固化效果最好的为Zn,最差的为Cr。     

Resource recycling through artificial lightweight aggregates from sewage sludge and derived ash using boric acid flux to lower co-melting temperature

This study focuses on artificial lightweight aggregates (ALWAs) formed from sewage sludge and ash at lowered co-melting temperatures using boric acid as the fluxing agent. The weight percentages of boric acid in the conditioned mixtures of sludge and ash were 13% and 22%, respectively. The ALWA derived from sewage sludge was synthesized under the following conditions: preheating at 400 degrees C 0.5 hr and a sintering temperature of 850 degrees C 1 hr. The analytical results of water adsorption, bulk density, apparent porosity, and compressive strength were 3.88%, 1.05 g/cm3, 3.93%, and 29.7 MPa, respectively. Scanning electron microscope (SEM) images of the ALWA show that the trends in water adsorption and apparent porosity were opposite to those of bulk density. This was due to the inner pores being sealed off by lower-melting-point material at the aggregates'surface. In the case of ash-derived aggregates, water adsorption, bulk density, apparent porosity, and compressive strength were 0.82%, 0.91 g/cm3, 0.82%, and 28.0 MPa, respectively. Both the sludge- and ash-derived aggregates meet the legal standards for ignition loss and soundness in Taiwan for construction or heat insulation materials.     

污水厂污泥堆肥及制作化肥技术研究与应用

利用污水处理厂脱水后的污泥，经粉煤灰水分调节后进人动态堆肥装置，好氧发酵成为性状良好的腐殖颗粒，然后经过一定工艺制成一种有机-无机复合化肥，其N、P、K含量达到25％，有机质含量大于30％，含水量小于10％，pH值6～8。将化肥用在农田的水稻种植，水稻的亩产量增产11．4％，各项指标均符合国家标准。     

污水厂污泥堆肥及制作化肥技术研究与应用

利用污水处理厂脱水后的污泥,经粉煤灰水分调节后进入动态堆肥装置,好氧发酵成为性状良好的腐殖颗粒,然后经过一定工艺制成一种有机-无机复合化肥,其N、P、K含量达到25%,有机质含量大于30%,含水量小于10%,pH值6～8.将化肥用在农田的水稻种植,水稻的亩产量增产11.4%,各项指标均符合国家标准.     

蚯蚓处理污水污泥制取土壤改良剂

将污水污泥和秸秆按不同比例混合后进行30 d预堆肥处理,然后在实验室条件下接种爱胜蚓(Eisenia fetida)开展60 d蚯蚓处理实验,研究污水污泥理化性质变化规律及其影响因素,并分析最终产品(蚯蚓粪)质量。结果表明,蚯蚓处理使污水污泥pH、有机碳(TOC)、C/N和病原菌含量显著降低,电导率(EC)升高,TN、TP、TK(总钾)、碱解氮、速效磷、速效钾分别升高26.8%～40.8%、26.7%～52.4%、25.9%～44.8%、43.0%～120.0%、88.6%～406.8%、38.2%～113.2%,发芽指数(GI)达到80%以上。由于基质分解矿化引起质量损失,使蚯蚓粪中重金属相对含量增加,但仍在土地改良允许范围内。蚯蚓放养密度和物料含水率及其交互作用对蚯蚓处理效果存在显著影响,处理污水污泥的最优工况为:放养密度2.5 kg/m2、含水率60%。堆肥-蚯蚓处理组合工艺可将污水污泥转化为无害的、有价值的土壤改良剂。     

Reduction in greenhouse gas emissions from sludge biodrying instead of heat drying combined with mono-incineration in China

Sludge is an important source of greenhouse gas (GHG) emissions, both in the form of direct process emissions and as a result of indirect carbon-derived energy consumption during processing. In this study, the carbon budgets of two sludge disposal processes at two well-known sludge disposal sites in China (for biodrying and heat-drying pretreatments, both followed by mono-incineration) were quantified and compared. Total GHG emissions from heat drying combined with mono-incineration was 0.1731 tCO₂e t^?1, while 0.0882 tCO₂e t^?1 was emitted from biodrying combined with mono-incineration. Based on these findings, a significant reduction (approximately 50%) in total GHG emissions was obtained by biodrying instead of heat drying prior to sludge incineration.

Implications: Sludge treatment results in direct and indirect greenhouse gas (GHG) emissions. Moisture reduction followed by incineration is commonly used to dispose of sludge in China; however, few studies have compared the effects of different drying pretreatment options on GHG emissions during such processes. Therefore, in this study, the carbon budgets of sludge incineration were analyzed and compared following different pretreatment drying technologies (biodrying and heat drying). The results indicate that biodrying combined with incineration generated approximately half of the GHG emissions compared to heat drying followed by incineration. Accordingly, biodrying may represent a more environment-friendly sludge pretreatment prior to incineration.