洁净型煤技术及推广应用探讨

洁净型煤的推广使用是有效控制煤烟型污染的一种重要手段，采用在原煤中添加化学药剂，重新加工成型的方法，达到降尘、固硫、节能的目的。通过推广使用，有效的降低二氧化硫、烟尘的产生量和排放量，减少对城市大气环境的污染，达到煤的热量高效、清洁利用。     

城市固体废弃物堆肥工艺条件试验研究

利用城市污水厂污泥、生活垃圾及粉煤灰进行堆肥试验研究 ,通过对 4组配比试验结果分析 ,合适的污泥、垃圾和粉煤灰堆肥配合比为 4∶5∶1,并对试验结果进行了讨论     

应用油团聚技术洁净烟煤的主要影响因素研究(一)

介绍了油团聚(SGHFF)技术脱除烟煤灰分的过程。经过四步浮选后,灰分的去除率可达到86.8％;探讨了影响油团聚技术过程的主要因素,为洗煤厂及煤矿的细煤泥的处理及解决环境问题提供有效途经。     

屋顶电除尘器湿式清灰探讨

根据屋顶电除尘器二次烟尘的特点，针对其清灰不彻底的问题，通过工程实践经验，设计了一种可动喷水清灰装置，在实践中应用良好，值得借鉴     

CO2对飞灰稳定化效果的影响

用CO2作为化学稳定剂或辅助稳定剂处理三种不同的来自实际垃圾焚烧厂的飞灰，并对处理后的飞样进行浸滤实验来衡量稳定效果。结果表明二氧化碳对飞灰中所含的重金属Pb和Cd具有稳定效果，对飞灰中的Cr有促进溶出的效果。当以磷酸盐和绿矾为稳定剂稳定飞灰中的重金属时，先采用CO2进行预处理基本不影响对Pb和Cd的稳定效果，但对Cr的浸出控制有明显的促进效果。     

燃煤锅炉烟气脱硫除尘一体化系统的无垢运行研究

在燃煤锅炉上采用双碱法脱硫工艺,分析了系统运行过程中可能出现的结垢问题,并进一步讨论了解决问题的方法。实验结果表明,将一定量进水投入浆池后,用石灰再生并补充纯碱后打入出水能有效防止系统内部的结垢,当进水的pH值为6.6￣6.8,浆池中水的pH值为10￣11时,系统无垢运行效果最佳。     

Use of zeolitized coal fly ash in the simultaneous removal of ammonium and phosphate from aqueous solution

Discharge of wastewater containing nitrogen and phosphate can cause eutrophication. Therefore, the development of an efficient material for the immobilization of the nutrients is important. In this study, a low calcium fly ash and high calcium fly ash were converted into zeolite using the hydrothermal method. The removal of ammonium and phosphate that coexist in aqueous solution by the synthesized zeolites were studied. The results showed that zeolitized fly ash could efficiently eliminate ammonium and phosphate at the same time. Saturation of zeolite with Ca²⁺ rather than Na⁺ favored the removal of both ammonium and phosphate because the cation exchange reaction by the NH₄ ⁺ resulted in the release of Ca²⁺ into the solution and precipitation of Ca²⁺ with PO₄ ³⁻ followed. An increase in the temperature elevated the immobilization of phosphate whereas it abated the removal of ammonium. Nearly 60% removal efficiency for ammonium was achieved in the neutral pH range from 5.5 to 10.5, while the increase or decrease in pH out of the neutral range lowered the adsorption. In contrast, the removal of phosphate approached 100% at a pH lower than 5.0 or higher than 9.0, and less phosphate was immobilized at neutral pH. However, there was still a narrow pH range from 9.0 to 10.5 favoring the removal of both ammonium and phosphate. It was concluded that the removal of ammonium was caused by cation exchange; the contribution of NH₃ volatilization to immobilization at alkaline conditions (up to pH level of 11.4) was limited. With respect to phosphate immobilization, the mechanism was mainly the formation of precipitate as Ca₃(PO₄)₂ within the basic pH range or as FePO₄ and AlPO₄ within acidic pH range.     

火力发电厂粉煤灰干燥特性研究

介绍了利用实验台对粉煤灰的干燥特性进行试验研究的情况 ,给出了粉煤灰的干燥曲线、干燥速率曲线和粉煤灰平衡湿含量计算式 ,分析了在干燥过程中粉煤灰的阻力特性 ,为粉煤灰干燥装置的工业化设计提供了理论依据     

Dechlorination and destruction of PCDD,PCDF and PCB on selected fly ash from municipal waste incineration

The potential of fly ash to dechlorinate and destroy PCDD, PCDF and PCB was tested under oxygen deficient conditions in the laboratory. Specifically, two types of fly ash were compared, originating either from a fluidized bed incinerator using Ca(OH)₂ spray (FA1), or a stoker incinerator without Ca(OH)₂ impact (FA2).

Results from the present study indicate that on FA2 type fly ash, the degradation processes of OCDD, OCDF and D₁₀CB occurred primarily via dechlorination/hydrogenation up to temperature settings of 340 °C. In contrast, FA1 type fly ash was found to effect both dechlorination and destruction of these compounds already at temperature settings of 260 °C.

The dechlorination velocity of PCDD and PCDF did not differ significantly. However, the first dechlorination step of OCDF in the 1,9-position occurred faster compared to the first dechlorination step of OCDD.

The isomer pattern resulting from the dechlorination processes was quite similar on both FA1 and FA2, indicating that differences in alkalinity or elemental composition of the two types of fly ashes do not have a significant influence on the position of dechlorination. PCDD and PCDF dechlorination of the 2,3,7,8-positions was not favoured over dechlorination of the 1,4,6,9-positions on either type of fly ash. In contrast, dechlorination of PCB occurred predominantly on the toxicological relevant 3- and 4-positions.

The dechlorination/destruction processes were completed on both types of fly ash at 380 °C within one hour, which correlates well with results obtained from actual plant operation practices.     

常熟垃圾焚烧飞灰安全填埋场工程设计

介绍了常熟垃圾焚烧飞灰安全填埋工程的设计，包括飞灰预处理系统、填埋库结构、防渗和封场设计以及渗沥液处理等。结合工程设计实践，探讨了飞灰安全填埋场的设计技术和设计原则。