生物化学作用对污泥固化体渗透性的影响   总被引：11，自引：0，他引：11  

朱伟  李磊  林城 《岩土力学》2006,27(6):933-938

通过固化技术降低污泥的透水性,可以减少二次污染的风险,但是外界生物化学条件的改变会引起污泥固化体渗透性的变化。针对这个问题,采用强化污泥固化体所处的生物化学条件的方法,进行了不同酸性渗透液以及微生物激活环境下固化体渗透性的试验。试验结果表明,提高污泥固化水平可以显著降低污泥的渗透性,但是酸性环境下固化体的透水性将增加;污泥固化体渗透性的改变,不仅取决于酸性渗透液总的渗透量,也受酸的强度的控制;微生物的活动能够明显降低污泥固化体的透水性。  相似文献   

第四纪地层钻具起下钻受阻和岔孔事故处理     

李效生 《安徽地质》2015,(2):129-131

在厚第四纪地层中进行勘探施工,最常见且最难以处理的孔内事故钻具下钻受阻,导致经常出现岔孔等孔内事故,对钻探施工影响很大。本文运用现代钻探理论,结合现场事故处理经验等资料,分析论证了在钻进和停钻时地层、泥浆和钻具等因素对钻孔孔径的影响,并对此问题的处理了探讨。  相似文献   

Modeling of Biological Water and Wastewater Treatment Processes Using Artificial Neural Networks     

Ali R. Khataee  Masoud B. Kasiri 《洁净——土壤、空气、水》2011,39(8):742-749

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Innovating resource regimes: Water, wastewater, and the institutional dynamics of urban hydraulic reach in northwest Mexico     

Christopher A. Scott  Nicolás Pineda Pablos 《Geoforum》2011,42(4):439-450

The twin facets of urban hydraulic reach - cities’ appropriation of water from surrounding regions and irrigation use of urban wastewater over a growing rural footprint - form an emerging global policy challenge, especially as democratizing societies seek institutional means to address both urban growth and water scarcity. A central concern of this paper is to demonstrate that policy regionalism, as a process-based understanding of institutions and decision-making, better explains the causes, forms, and outcomes of hydraulic reach than do more structural approaches. Hermosillo, Mexico presents an unfolding case of rural-urban tension for control over rivers and aquifers as well as the infrastructure for water capture, storage, conveyance, and wastewater release. The analysis employs process documentation of water transfer and wastewater negotiations through interviews, review of primary documents, and field observations. Hermosillo’s recourse to negotiated agreements and quasi-market transactions, led by an emerging group of public sector innovators, advances understanding of water policy in Mexico by moving beyond prevailing concerns with the water reform’s neoliberal underpinnings to exploration of rapidly changing urban-centered experimentation. We conclude that evolving urban-rural power disparities and water resource landscapes of urban growth will drive continued expansion of hydraulic reach in water-scarce regions globally.  相似文献   

浅谈我国城市剩余污泥的处置途径     

祁小丹  周丽丽  周迟骏 《西部资源》2011,(6):47-48

随着城市污水处理量的增加,剩余污泥的产量也急剧增加。如何实现污泥的资源化,减量化引起了很大的关注。本文介绍了我国剩余污泥处置与利用现状,探讨研究了污泥资源化利用的途径,指出近期剩余污泥处置利用的趋势。  相似文献   

氯氧镁水泥固化淤泥力学特性及微观机制     

王东星  陈政光 《岩土力学》2021,(1):77-85,92

将氯氧镁水泥(MOC)创新性地引入淤泥固化,通过无侧限抗压强度、固化体含水率、扫描电子显微镜(SEM)和X射线能谱测定(EDS)等试验,研究了初始含水率、MgO/MgCl2摩尔比、养护龄期和MgO活性等复杂因素对淤泥固化效能影响及其驱动机制。结果表明:初始含水率越高,试样强度越低,中等含水率时MOC固化淤泥中出现针杆状的3相或5相晶体;随MgO/MgCl2摩尔比升高,试样抗压强度随之增加,水化产物从无定形凝胶逐渐转化为3相、5相和Mg(OH)2晶体;随养护龄期延长,固化淤泥强度总体呈上升趋势,28d前强度增长相对较快,28d后强度趋于稳定;养护后期,MgO/MgCl2摩尔比较高的试样表面易出现泛霜现象;MgO活性提高使得MOC固化淤泥试样含有更多有效活性组分,无侧限抗压强度更高,但MgO活性高低对水化产物演变规律并无显著影响。研究成果可为绿色、低碳MOC基胶凝材料研发及其在淤泥固化等土体加固领域中应用提供理论支撑。  相似文献   

Flow Behavior of Clay-Silt to Sand-Silt Water-Rich Suspensions at Low to High Shear Rates: Implications for Slurries, Transitional Flows, and Submarine Debris-Flows     

Pierdomenico DEL GAUDIO  Guido VENTURA 《《地质学报》英文版》2018,92(6):2395-2404

Water-rich clay to sand suspensions show a shear rate dependent flow behavior and knowledge of the appropriate rheological model is relevant for sedimentological, industrial and hydraulic studies. We present experimental rheological measurements of water-rich (40 to 60 wt%) clay to silt (population A) and silt to sand (population B) suspensions mixed in different proportions. The data evidence a shear rate dependent shear thinning-shear thickening transition. At lower shear rates, the suspensions organize in chains of particles, whereas at higher shear rates, these chains disrupt so increasing the viscosity. The viscosity, consistency and yield stress decrease as the A+B fraction decreases as the content of B particles increases. This behavior reflects the competing effects of the lubrication and frictional processes as a function of particle size and water content. Transitional flows form by the incorporation of small amounts of the finer fraction while ‘oceanic floods’ form at the estuary of rivers and the submarine debris-flows increase their velocity by incorporating water. The critical Reynolds number of the studied suspensions is ~2000±100 suggesting that the grainsize plays a major role in the laminar to turbulent transition. Our results have implications for the modeling of sediment flows and the hazard related to floods.  相似文献   

污泥/煤流化床混烧底灰中的重金属毒性研究     

赵晓莉  朱伟  徐德福  邱林倩  张超  杨创 《南京气象学院学报》2013,5(3):244-250

研究了污泥与煤按不同质量比例混烧后,底灰中的重金属形态分布与浸出毒性.结果表明:30:70的泥煤比使底灰中重金属硫化物及有机态和残渣态所占比例最大,即生物无效部分比例最大;在浸出毒性实验中,30:70的泥煤比使底灰重金属浸出量最小.由此推出,对环境毒害程度最小的泥煤质量比为30:70,即该实验条件下最优泥煤质量比为30:70.  相似文献   

Thermal Drying and Alkaline Treatment of Biosolids: Effects on Nitrogen Mineralization     

Jorge Silva‐Leal  Patricia Torres‐Lozada  Yasmin J. Cardoza 《洁净——土壤、空气、水》2013,41(3):298-303

Biosolids from the Cañeveralejo WWTP were dehydrated by filter press and then applied two processes to reduce pathogens (PRP): thermally dried biosolid (TDB) and alkalinized biosolid (AB). Untreated, dehydrated biosolid (DB) was used as a control. We evaluated the impact of thermal drying and alkaline treatments on nitrogen mineralization in these substrates. Moreover, agronomic rates for biosolid applications to sugarcane were estimated for each of the treatments leading to application rates of 35.8, 36.4, and 54.5 t/ha for DB, TDB, and AB, respectively, to meet the nitrogen requirement (200 kg N/ha) for sugarcane cultivation (Saccharum officinarum). The results showed that the biosolid rates used increased the mineral nitrogen content of soils by an average of 93.8 and 439.8 mg/kg for all biosolids and the PRP (thermal drying and alkaline treatment) in biosolids had significant effects on mineralization rate, showing better results for the TDBs.  相似文献   

Airports and Environment: Proposal of Wastewater Reclamation at São Paulo International Airport     

Elaine Nolasco Ribeiro  Wilson Cabral de Sousa Jr  Marcelo de Julio  Wilfredo Urruchi Irrazabal  Marcelo Antunes Nolasco 《洁净——土壤、空气、水》2013,41(7):627-634

One way to reduce water consumption in urban areas is by using alternative sources of supply that can be provided by collecting rainwater and reusing wastewater for less restricted purposes. Thus, this study evaluated the characteristics of effluents produced by the wastewater treatment plant (WWTP) of São Paulo International Airport (SPIA), Brazil, in order to reuse it in non‐potable situations. The results achieved, indicated high efficiency in the biological system utilized by SPIA. The removal rates is equal to or >90% for most of the parameters analyzed, among them, fluoride, salinity, nitrite, nitrate, ammonium nitrogen, total nitrogen, phosphorus, sedimentable solids, turbidity, conductivity, apparent color, chemical oxygen demand, biochemical oxygen demand, total organic carbon, fecal coliforms, and oils and greases. Despite the final effluents were good enough to be launched in the local streams, they shall be submitted to a complementary treatment in order to fit some quality parameters to be reused for specific demands (landscape irrigation, toilet flushing, vehicle washing, fire fighting, and dust control).  相似文献