硅酸盐细菌GY03菌株的絮凝特性   总被引：17，自引：1，他引：17  

连宾  陈烨  袁生  刘丛强 《矿物学报》2003,23(4):303-307

从土壤中筛选分离到一株硅酸盐细菌GY03菌株，对其絮凝特性进行了研究。结果表明，GY03菌株营养要求简单，在生长的同时合成胞外高聚物，具有良好的絮凝性能。GY03菌株所产絮凝物质有88％以上分布在细胞表面，该絮凝剂的絮凝活性随菌体生长量的增加而同步增高，不同金属离子对GY03菌株絮凝活性有影响。实验条件下，1h内GY03菌株所产生的微生物絮凝剂对高岭土悬浮液絮凝率为78％，经放置24h后最高絮凝率可达98％，对制药废水浊度去除率为78．1％～94．7％，COD去除率为48．0％-87．5％，生活污水浊度去除率为85．3％～92．5％，对墨汁溶液的脱色率为53．2％以上。因而认为该菌株是一种很有应用前景的絮凝剂产生菌。  相似文献   

光催化氧化法处理难降解废水的研究进展   总被引：8，自引：3，他引：8  

梁喜珍  黄国林  陈中胜  覃业贤  郑建英 《华东地质学院学报》2003,26(2):179-182

综述了光催化氧化处理难降解废水的研究现状及发展趋势。介绍了影响光催化氧化反应速率的因素及光催化氧化法在处理难降解废水中的应用。  相似文献   

广州新白云国际机场地基处理工程研究——高压注砂浆与袖阀管注浆相结合方法     

赵新杰  史朝立 《中国煤田地质》2003,15(5):37-39,67

广州新白云国际机场地基中广泛发育土洞、溶洞等不良工程地质现象，地基条件极其复杂。为保证构筑物的安全，在土、溶洞处理工程中采用了高压注砂浆与袖阀管注浆相结合的施工方法，通过对施工方法与技术要求的总结，归纳了质量控制要点，并概述了施工中容易出现的问题并提出处理措施。采用高压注砂浆与袖阀管注浆相结合的工艺，即加快了工程进度，降低了工即程造价，又达到预想的效果。  相似文献   

贵州关岭生物群中发现完美的植物化石   总被引：5，自引：1，他引：5  

孟繁松李旭兵  张振来陈辉明 《地质通报》2003,22(4):271-273

关岭生物群是指贵州关岭一带以大量海生爬行动物和海百合为特色的多门类化石群［１］，现已成为中国重要的化石宝库之一，但以往一直没有植物化石的报道。近些年来，笔者等在该地产海生爬行动物的同一层位中首次发现较多的植物化石，经鉴定为CtenozamitessarraniZeiller和Equisetitesare－naceus（Jaeger）Bronn．。这些植物化石的发现不仅增添了关岭生物群的组成内容，而且为海生爬行动物时代的确定提供了新的证据。植物化石产于关岭县新铺乡小凹组（原称“瓦窑组”）近底部。小凹组主要系一套海相不纯碳酸盐岩沉积，由灰、深灰、灰黑色…  相似文献   

桩网二元组合在加固软基中的应用研究   总被引：4，自引：0，他引：4  

邓修甫  张琳 《工程地质学报》2003,11(3):285-287

工程实践表明对软土地基工后沉降和不均匀沉降有特殊要求的构筑物,采用桩网加固地基是一种经济有效的处理方法。由于其作用机理、荷载传递方式是一个复杂的相互作用问题,本文运用应力扩散原理估算筋材承受的荷载,并由此计算筋材的拉力和割线模量,为桩网法设计提供理论依据。  相似文献   

Synthesis of zeolites using fly ash and their application in removing heavy metals from waters   总被引：1，自引：0，他引：1  

王焰新  郭永龙  杨志华  蔡鹤生  Xavier Querol 《中国科学D辑(英文版)》2003,46(9):967-976

Fly ash is the solid waste of thermal power plants where coal is used as fuel, and its management and utilization have been of environmental concern for decades. Since the technique of synthesizing zeolite from coal fly ash was introduced by Holler[1] (19…  相似文献   

Seismic risk assessments and GIS technology: applications to infrastructures in the Friuli–Venezia Giulia region (NE Italy)     

Raffaella Codermatz  Rinaldo Nicolich  Dario Slejko 《地震工程与结构动力学》2003,32(11):1677-1690

This paper illustrates the seismic risk preliminary estimates of two different groups of structures located on the territory of the Friuli–Venezia Giulia region (NE Italy) : the first group includes some special industrial plants, and the second group includes bridges and tunnels belonging to the regional highway network. The part of the study on special industrial plants tries to evaluate the degree of expected damage, taking into account their structural typology and ground shaking expressed in terms of macroseismic intensity. The second part of the study is an application of the HAZUS methodology to the tunnels and bridges of a highway network: the combination of expected ground shaking and the construction characteristics lead to very different risk levels, especially when considering the bridges. The resulting damage levels to bridges and tunnels are still only indicative because of the fragility curves used in the evaluations: they were developed for existing bridge and tunnel structural typologies in the U.S.A. Moreover, both examples show the power of GIS technology in storing, elaborating, and mapping spatial data. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Treating the Risks in Cairns     

Ken Durham 《Natural Hazards》2003,30(2):251-261

Cairns is exposed to the well-known natural hazards oftropical cyclone, flood, stormsurge and thunderstorm, but is also exposed to thelesser-known hazards of landslip, earthquake and dam break flooding. Recommendations fortreating the risks associated with these hazards have been made that will involve amulti-disciplinary approach to treatment strategies, require the cooperation of allthree levels of government, involve public utility authorities and private enterprise andinvolve the community as a whole.This paper summarises the suggested mitigation treatmentoptions, presented to the Cairns City Council and identified in the LocalGovernment Disaster Mitigation Project conducted in Cairns in 1999/2000 by theQueensland Department of Emergency Services.  相似文献   

真空-堆载联合预压处理软基效果的室内试验研究     

魏波  贺怀建 《岩土力学》2003,(Z2)

对甬-台-温高速公路采用真空-堆载联合预压处理软基前后的土样进行了室内试验分析,得出了合理的试验结论,即土的物理性质指标分别得到不同程度的降低,强度指标得到较大的提高。  相似文献   

Utilization of lime,slag and fly ash for improvement of a colluvial soil in New South Wales,Australia     

B. Indraratna 《Geotechnical and Geological Engineering》1996,14(3):169-191

In Australia, colluvial soils form large terrains which are often subjected to considerable erosion and mass movement. This study presents a laboratory evaluation of the improvement effected by hydrated lime, milled blast furnace slag and fly ash on a fine grained (erosive) colluvial soil in New South Wales, Australia. Geotechnical tests were conducted to determine the compaction and consolidation characteristics and the compressive and shear strength properties of the blended and natural soil specimens. The effect of these additives on the Atterberg limits and pH levels is also investigated. As large amounts of fly ash and steel slag are produced in New South Wales, it is economically attractive to utilize these industrial by-products for ground improvement rather than employing conventional methods such as lime treatment. This study demonstrates that for the colluvial soil tested, milled slag is the most effective in terms of improving the internal friction angle of the treated soil, while lime is the most suitable for achieving the optimum compressive strength. Non-pozzolanic fly ash is found to be inappropriate as a soil improving agent. The cost of ground treatment using the various additives is also estimated and compared.  相似文献