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您的检索式：作者名="G.Lettinga"
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| 1 | 生活污水厌氧后处理工艺研究——微氧升流式污泥床反应器显示文摘对于厌氧出水后处理工艺进行了研究,采用和比较了沉淀、多级厌氧、生物吸附和微需氧工艺等各种处理方法。研究中提出了微需氧升流反应器,在13℃条件下、停留时间1.0h,基本上可以达到完全的处理。这种简单和低成本的处理系统,结合适当的物化工艺如絮凝,非常适合做为完整的生活污水厌氧后处理工艺。 | 王凯军 G.Lettinga | 1998 | 中国给水排水1998，14，3： | 10 |
| 2 | 厌氧处理的污泥稳定化研究显示文摘利用开发的污泥液化测试方法对水解池与颗粒污泥膨胀床 (EGSB反应器 )串联处理城市污水工艺中的污泥稳定性问题进行了研究。为了提高整个系统在低温条件下的处理效果和污泥稳定性 ,采用了与水解池平行的污泥稳定池用于改善污泥稳定性和提高EGSB反应器对溶解性COD的去除。试验结果证明 ,在温和气候条件下 (9~ 2 1℃ ) ,该工艺流程可有效地去除生活污水中悬浮性和溶解性有机物 ,且污水处理和污泥稳定化的停留时间短 (分别为 5 .0h和 2d) ,可回收大量的能量 ,是一种良好的生活污水替代处理工艺 ,同时对于其他成分复杂废水的处理也是一种有吸引力的新工艺。 | 王凯军 Last A.R.M.Vander G.Lettinga | 2001 | 中国给水排水2001，17，12： | 6 |
| 3 | 一种新型UASB反应器用于酒厂废水处理显示文摘伴之以酒厂废水厌氧处理的可行性探讨,我们设计和试验了一种设有新型固、气、液三相分离器的UASB反应器。在有机负荷40kgCOD/m^3·d、水力停留时间9h的条件下,COD去除率约为80%;当有机负荷为52kgCOD/m^3·d、进水COD浓度为36~83gCOD/L时,COD去除率保持在78~55%之间;粒状污泥的甲烷活性为913mgCOD/gVSS·d,废水的生物降解性为85%。 | 洪育才 G.Lettinga | 1989 | 中国给水排水1989，5，5： | 3 |
| 4 | Challenges of a feasible route towards sustainability in environmental protection显示文摘Anaerobic processes for treatment of low and high strength wastewaters and solid wastes constitute the core method in the natural biological mineralization(NBM)treatment concept.When adequately combined with the complementary NBM-systems and modern clean water saving practices in wastewater collection and transport,they represent a feasible route to sustainable environmental protection(EPsus),in essence even towards a more sustainable society.Despite the development and implementation of modern high rate Anaerobic Wastewater Treatment(AnWT-)systems and complementary innovative NBM-processes,the considerable progress made since the seventies in fundamental insights in microbiology,biochemistry and process technology,still numerous challenging improvements in the NBM-field can be realized.This contribution is mainly based on the insights attained from wide ranging literature evaluations and the results of experimental research conducted by numerous PhD students who participated in our group over the last four decades.An attempt is made here to identify major facets on which an improved insight can,and consequently should,be obtained in order to accomplish more optimal operation and design of various types of Anaerobic Degradation(AnDeg-)processes. | G.LETTINGA | 2010 | Frontiers of Environmental Science & Engineering2010，4，2： | 1 |
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