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进入垃圾填埋场填埋的污水处理厂污泥含水率应<60%。为实现这一国家标准,基于厢式隔膜压滤机的污泥深度脱水工艺得到了推广应用。根据相关设备考察和工程设计经验,对污泥深度脱水工艺的调质、进料、压滤机、滤布和气源等系统进行了分析,并介绍了设备选型的注意事项,可供工程设计和设备采购参考。 相似文献
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介绍了泰宁县污水处理厂工程设计水质及工艺流程、工程工艺设计的特点。具体叙述采用的改进型四沟式氧化沟新工艺对污水进行二级生化处理的应用及其出水系统设计;采用气水反冲洗滤池工艺对二级出水进行三级深度处理;采用紫外线消毒;采用机械浓缩脱水一体机进行污泥处理的工艺等。 相似文献
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为了满足国家对填埋污泥含水率的新要求,国内许多将污泥离心脱水后外运填埋的污水处理厂将需要考虑污泥离心脱水设备的替换。为了合理利用现有的离心脱水成套设备、有效降低污水处理厂的设备改建成本,在上海某污水处理厂进行了设备改造实践,通过更新升级控制系统,将原有的污泥离心脱水系统改造为离心浓缩系统,以继续发挥离心机的优势,同时为污泥的进一步深度处理做准备。现场测试结果表明,改造后的污泥离心浓缩成套系统基本达到了预期效果,这为其他类似污水处理厂的离心脱水设备改造提供了技术参考,使离心机在污水处理中的应用得到了一定的扩展。 相似文献
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污泥浓缩脱水一体化技术应用探讨 总被引:1,自引:0,他引:1
传统的污泥浓缩脱水工艺存在着占地大、投资多、管理复杂、污泥容易流失、除磷效果差的缺陷,严重地影响看污水处理厂建设的良性发展。提出了污泥浓缩脱水一体化技术在污水处理厂中的应用,并就其基本原理和技术特点进行了阐述。为污水处理厂污染工艺选择提供了一种新的思路。对加快污水处理厂建设,提高出水标准,保护环境起到积极的作用。 相似文献
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污泥干化焚烧处理工艺和设计要点 总被引:3,自引:0,他引:3
污泥已成为影响城市发展的重要环境问题之一。为达到减量化、稳定化、无害化、资源化的目标,对于大量污泥来说,焚烧兼具彻底稳定化和减量化双重功能。污泥干化焚烧处理工艺主要由干化系统、焚烧系统和烟气净化系统组成。着重介绍了污泥干化焚烧工艺中的设计要点。 相似文献
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介绍了绍兴污水处理厂污泥处理工程的改扩建设计,设计中对现有污泥处理脱水构筑物及设备进行了改造,解决了其污泥脱水性能较差的问题,充分发挥了现有设施的处理能力,污泥预处理能力达到350 tDS/d(83%含水率污泥为2 059t/d),新建处理能力为370 tDS/d(80%含水率污泥为1 850t/d)的污泥处理设施,全厂污泥全部处理后外运处置. 相似文献
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Sonication is a well‐known sludge pretreatment technique with the advantages of simple operation and high efficiency. However, it is an energy‐intensive process. Hence, it is very important to predetermine its sludge disintegration efficiency at varying pretreatment conditions in order to minimize the ultrasonic energy consumption. In this study, it was found that the ultrasonic sludge disintegration occurred in two stages: rapid and subsequent slow disintegration stages. For this reason, it was aimed to develop a simple and accurate mathematical model to describe the two‐stage sludge disintegration as a function of pretreatment conditions. Sludge concentration and ultrasonic density along with sonication period were involved in this model as independent variables. It was determined that the mathematical model can predict accurately the degree of sludge disintegration. Thus, the proposed model was seen to be very useful for evaluating the disintegration efficiency and/or for process design using the operating parameters under different conditions. 相似文献
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SLUDGE TREATMENT AND DRYING REED BED SYSTEMS IN DENMARK 总被引:1,自引:0,他引:1
Sludge Reed beds have been used for dewatering (draining and evapotranspiration) and mineralisation of sludge in Denmark since 1988 when the first sludge processing system was introduced. Sludge from wastewater treatment plants (2,500-125,000 pe) is treated in sludge reed bed systems with 1–18 basins with loading rates of 25–2,200 tonnes dry solids/year for ten years. In 2002, approximately 95 systems were in operation. Dimensioning and design of reed bed systems depends on the sludge production rate, sludge type, quality and regional climate.
The maximum sludge loading rate is approximately 50–60 kg DS/m2 /year. Loading cycles are related to the sludge type and the age of the sludge reed systems. The sludge residue will, after approximately ten years of operation, reach an approximate height of 1.2–1.5 metres with dry solids content of 30–40%. Experience has shown that the quality of the final product with respect to heavy metals, hazardous organic compounds and pathogen removal after ten years of treatment make it possible to recycle the biosolids to agriculture as an enhanced treated product. 相似文献
The maximum sludge loading rate is approximately 50–60 kg DS/m
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Progress and perspectives of sludge ozonation as a powerful pretreatment method for minimization of excess sludge production 总被引:5,自引:0,他引:5
The treatment and disposal of excess sludge represents a bottleneck in wastewater treatment plants (WWTP) worldwide, due to environmental, economic, social and legal factors. The ideal solution to the problem of sludge disposal is to combine sludge reduction with the removal of pollution at the source. This paper presents an overview of the potential of ozonation in sludge reduction. The full-scale application of ozonation in excess sludge reduction is presented. Improvements in the biodegradability of the ozonated sludge were confirmed. The introduction of ozonation into activated sludge did not significantly influence effluent quality but improved the settling properties of the sludge. An operation with a suitable sludge wasting ratio seems to be necessary to prevent accumulation of inorganic and inert particles for long-term operation. Sludge ozonation to reduce excess sludge production may be economical in WWTP which have high sludge disposal costs and operational problems such as sludge foaming and bulking. The recommended ozone dose ranges from 0.03 to 0.05 g O3/g TSS, which is appropriate to achieve a balance between sludge reduction efficiency and cost. An effort to design and optimize an economic sludge reduction process is necessary. 相似文献
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Thickened wastewater activated sludge was treated in 13 pilot-scale sludge treatment wetlands of various configurations that operated continuously for three years in North Greece. Sludge was loaded for approximately 2.5 years, and the beds were left to rest for the remaining period. Three different sludge loading rates were used that represented three different population equivalents. Residual sludge stability and maturity were monitored for the last year. Sludge was regularly sampled and microbial respiration activity indices were measured via a static respiration assay. The phytotoxicity of sludge was quantified via a seed germination bioassay. Measurements of total solids, organic matter, total coliforms, pH and electrical conductivity were also made. According to microbial respiration activity measurements, the sludge end-product was classified as stable. The germination index of the final product exceeded 100% in most wetland units, while final pH values were approximately 6.5. The presence of plants positively affected the stability and maturity of the residual sludge end-product. Passive aeration did not significantly affect the quality of the residual sludge, while the addition of chromium at high concentrations hindered the sludge decomposition process. Conclusively, sludge treatment wetlands can be successfully used, not only to dewater, but also to stabilize and mature wastewater sludge after approximately a four-month resting phase. 相似文献
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