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排序方式: 共有353条查询结果,搜索用时 15 毫秒
1.
根据对医疗废物焚烧残余物中有毒有害物质的化验分析结果,确定焚烧残余物中有毒有害成分含量仍较高,部分指标超出标准值,必须对其进行稳定化/固化处理,避免对土壤及地下水环境造成污染.本文阐述了稳定化/固化处理原理及处理工艺,使医疗废物无害化、减量化和资源化的处理原则得以全面实现. 相似文献
2.
超深厌氧塘的技术特性 总被引:8,自引:0,他引:8
超深厌氧塘是一种稳定塘新工艺。与常规厌氧塘相比,具有BOD5容积负荷大、占地面积小,受温度影响小的优点。探讨了它的工作机理,本研究确定了负荷、水深和去除率之间的定量关系以供实际应用。 相似文献
3.
在ATAD(Autothermal Thermophilic Aerobic Digestion,自升温高温好氧消化)工艺污泥稳定评价中引入TFS.提出“TVS/ TFS去除率”的概念,得出“TVS/TFS去除率”可以代替“VS(g)去除率”而成为一种新的污泥稳定指标的结论;采用数学微分的方法分析了“TVS/TFS去除率”和“VS(g)去除率”的数据误差问题,进泥TS为60g/L,TVS/TS为56%的运行条件下,前者的最大数据误差仅为3.16%,远小于后者的误差最大值15.45%,即引入TFS解决了“VS(g)去除率”数据波动大的问题;TFS的引入还节约了污泥稳定研究所需的时间和工作量。 相似文献
4.
研究和实践表明:工业废石膏与水泥配合加固软土地基,与单用水泥加固相比,加固土强度可以成倍提高。废石膏的最佳掺量一般为水泥用量的20%左右。用废石膏水泥加固时,其水化物不仅有与水泥相同的水化硅酸钙将松散的土粒胶结成整体,而且还产生钙矾石,其晶体膨胀填充孙隙使加固土强度进一步提高。利用废石膏加固地基不会产生二次污染。 相似文献
5.
Zhong Runsheng Zhu Chunwei Zhang Xihui Guan Yuntao 《Frontiers of Environmental Science & Engineering in China》2007,1(3):276-279
The turbidity variation in artificial water and samples from a water plant was investigated in the presence of organics with
different relative molecular mass. The results show that recessive turbidity existed when water chemical conditions were changing.
The formation of turbidity depended on organic relative molecular mass and their conformations on particles. At higher pH
and lower ionic strength, the organic chains with a more extended conformation resulted in rising turbidity of the suspension.
At lower pH, the reconformation of organics took place due to charge neutralization by the proton, resulting in a decline
in turbidity. The addition of NaCl and MgCl2 at pH 7.00 also resulted in a decrease of turbidity in the suspension. It is believed that the occurrence of recessive turbidity
has a significant influence on the stability of water supply quality. 相似文献
6.
Jung Sik Koh 《环境科学学报(英文版)》1993,5(3):269-278
The relationship between man-made CO2 emission and atmospheric CO2 concentration has been established. The factors that affect CO2 reduction allotment and the impacts on future energy demand and supply were discussed, in order to help energy policy makers both in developed countries and in developing countries for understanding the fundamental constraint on energy sector resulted from global warming related CO2 reduction, and hopefully in finding a common objective starting point to deal with global warming negotiation in energy sector, and to investigate the optimum stabilization goal and process acceptable to all sovereign countries that based on equity and applicability. 相似文献
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9.
Conventional aerobic waste treatment technologies require the use of aeration devices that actively transport air through the stabilized waste mass, which greatly increases operating costs. In addition, improperly operated active aeration systems, may have the adverse effect of cooling the stabilized biomass. Because active aeration can be a limiting factor for the stabilization process, passive aeration can be equally effective and less expensive. Unfortunately, there are few reports documenting the use of passive aeration systems in municipal waste stabilization. There have been doubts raised as to whether a passive aeration system provides enough oxygen to the organic matter mineralization processes. In this paper, the effectiveness of aeration during aerobic stabilization of four different organic fractions of municipal waste in a reactor with an integrated passive ventilation system and leachate recirculation was analyzed. For the study, four fractions separated by a rotary screen were chosen. Despite the high temperatures in the reactor, the air flow rate was below 0.016 m3/h. Using Darcy’s equation, theoretical values of the air flow rate were estimated, depending on the intensity of microbial metabolism and the amount of oxygen required for the oxidation of organic compounds. Calculations showed that the volume of supplied air exceeded the microorganisms demand for oxidation and endogenous activity by 1.7–2.88-fold. 相似文献
10.
在R1、R2和R3共3组气提式内循环序批式反应器中启动好氧颗粒污泥工艺,探讨在无选择压作用下有机负荷对好氧颗粒污泥的形成及稳定性的影响.其中,R1、R2分别以7 kg.(m3.d)-1和3 kg.(m3.d)-1的目标COD负荷直接启动,R3以1.5kg.(m3.d)-1逐步增加至3 kg.(m3.d)-1的递增COD负荷方式启动.结果表明,3组反应器在启动期中均能快速形成好氧颗粒污泥,但以目标负荷启动方式易使好氧颗粒污泥反应器产生丝状菌污泥膨胀.通过对颗粒形成过程、粒径、性质以及胞外多聚物等指标分析,认为递增负荷的启动方式可有效抑制启动初期丝状菌污泥膨胀,且形成的颗粒更为稳定,生物降解效率更高. 相似文献