碳納米管在膨潤土防水毯中遷移規(guī)律的研究
[Abstract]:Nanotechnology has been widely used in various fields, and the toxicity of nanoparticles to the environment and biological systems has attracted more and more attention. The existing solid waste landfill antifouling barrier system does not consider the interception of nanoparticles, which may lead to the future entry of nanoparticles into the environment through the antifouling barrier system, thus causing potential harm to the environment. In this paper, by studying the migration law of carbon nanotubes in antifouling barrier system, a mathematical model which can reflect and describe the migration law of nanoparticles in antifouling barrier system is established, and its analytical solution is calculated. Numerical simulation is carried out with finite element software. At the same time, the bentonite waterproof blanket material used in antifouling barrier was tested by means of permeation test to evaluate its ability to intercept carbon nanotubes, and to provide calculation parameters for mathematical model and numerical calculation. The results provide a basis for the design of the existing antifouling barrier system, improve its ability to intercept carbon nanoparticles, and avoid the potential harm to the environment and biological system caused by the nanoparticles in the future. Of great significance. The main results are as follows: (1) in this paper, the migration of carbon nanotubes in monolayer bentonite waterproof blanket is studied by the constant head permeation test. The results show that the permeability coefficient decreases gradually with the increase of time, and at the same time, The permeability coefficient decreases with the increase of pressure and the logarithm of pressure is linear. (2) the concentration of carbon nanotube leachate is measured quantitatively by dry weighing method. It was found that the average interception rate of bentonite waterproof blanket to CNTs was 95%. (3) by proposing the boundary condition of piecewise linear function and introducing pressure influence coefficient, a mathematical model which can describe the migration law of carbon nanotubes in bentonite waterproof blanket is established, and its analytical solution is obtained. (4) the migration process of carbon nanotubes in bentonite waterproof blanket is simulated by finite element analysis software SEEP/W and CTRAN/W,. The results are consistent with the experimental and theoretical results.
【學(xué)位授予單位】:浙江工業(yè)大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2016
【分類號】:TU57
【參考文獻】
相關(guān)期刊論文 前10條
1 張文杰;賈文強;張改革;黃依藝;;黏土 膨潤土屏障中氯離子對流擴散規(guī)律研究[J];巖土工程學(xué)報;2013年11期
2 鞠建英;;膨潤土防水毯特性及質(zhì)量控制[J];中國非金屬礦工業(yè)導(dǎo)刊;2013年01期
3 蔣國翔;沈珍瑤;牛軍峰;莊玲萍;何天德;;環(huán)境中典型人工納米顆粒物毒性效應(yīng)[J];化學(xué)進展;2011年08期
4 王震宇;趙建;李娜;李鋒民;;人工納米顆粒對水生生物的毒性效應(yīng)及其機制研究進展[J];環(huán)境科學(xué);2010年06期
5 馬艷菊;郁昂;;納米二氧化鈦的毒性研究進展[J];環(huán)境科學(xué)與管理;2009年08期
6 李俊綱;韓博;李靜;李玉蘭;李晴暖;李文新;;TiO_2納米顆粒對小鼠腦毒性的實驗研究[J];工業(yè)衛(wèi)生與職業(yè)病;2008年04期
7 張志紅;李濤;趙成剛;于巖;唐保榮;;考慮土體固結(jié)變形的污染物運移模型[J];巖土力學(xué);2008年06期
8 柯瀚;冉龍;陳云敏;馮世進;;垃圾體滲透性試驗及填埋場水文分析研究[J];巖土工程學(xué)報;2006年05期
9 浦辛剛;陳新民;;下蜀黃土用作填埋場襯墊層的防滲試驗[J];南京工業(yè)大學(xué)學(xué)報(自然科學(xué)版);2006年02期
10 陳云敏,柯瀚;城市生活垃圾的工程特性及填埋場的巖土工程問題[J];工程力學(xué);2005年S1期
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