化工学报
化工學報
화공학보
JOURNAL OF CHEMICAL INDUSY AND ENGINEERING (CHINA)
2014年
8期
3255-3260
,共6页
臭氧%土壤%污染%修复%动力学
臭氧%土壤%汙染%脩複%動力學
취양%토양%오염%수복%동역학
ozone%soil%pollution%remediation%kinetics
为了控制土壤有机物污染,对负载污染物2,4-D(2,4-二氯苯氧乙酸)的模拟土壤柱进行臭氧化修复研究,通过考察羟基自由基抑制剂的加入、土壤粒径的影响以及混合气体中臭氧产生量的影响,分析了2,4-D 污染土壤的臭氧修复动力学,研究了土壤含水量对动力学的影响。研究结果表明,液膜内羟基自由基、气液相臭氧、土壤颗粒表面的活性位均对降解2,4-D 发挥作用。经过合理简化和假设,推导可知2,4-D 降解符合拟一级动力学,对实验数据采用拟一级动力学进行拟合,相关系数均大于0.9。基于土壤含水量,提出动力学模型。实际的实验数据指出在土壤质量含水量低于9.38%范围内,拟一级动力学速率常数和水分含量之间基本符合二次多项式关系。
為瞭控製土壤有機物汙染,對負載汙染物2,4-D(2,4-二氯苯氧乙痠)的模擬土壤柱進行臭氧化脩複研究,通過攷察羥基自由基抑製劑的加入、土壤粒徑的影響以及混閤氣體中臭氧產生量的影響,分析瞭2,4-D 汙染土壤的臭氧脩複動力學,研究瞭土壤含水量對動力學的影響。研究結果錶明,液膜內羥基自由基、氣液相臭氧、土壤顆粒錶麵的活性位均對降解2,4-D 髮揮作用。經過閤理簡化和假設,推導可知2,4-D 降解符閤擬一級動力學,對實驗數據採用擬一級動力學進行擬閤,相關繫數均大于0.9。基于土壤含水量,提齣動力學模型。實際的實驗數據指齣在土壤質量含水量低于9.38%範圍內,擬一級動力學速率常數和水分含量之間基本符閤二次多項式關繫。
위료공제토양유궤물오염,대부재오염물2,4-D(2,4-이록분양을산)적모의토양주진행취양화수복연구,통과고찰간기자유기억제제적가입、토양립경적영향이급혼합기체중취양산생량적영향,분석료2,4-D 오염토양적취양수복동역학,연구료토양함수량대동역학적영향。연구결과표명,액막내간기자유기、기액상취양、토양과립표면적활성위균대강해2,4-D 발휘작용。경과합리간화화가설,추도가지2,4-D 강해부합의일급동역학,대실험수거채용의일급동역학진행의합,상관계수균대우0.9。기우토양함수량,제출동역학모형。실제적실험수거지출재토양질량함수량저우9.38%범위내,의일급동역학속솔상수화수분함량지간기본부합이차다항식관계。
In order to control organic pollution in soil, ozone remediation of soil samples contaminated by 2,4-D(2,4-dichlorophenoxyl acid) was studied in a simulated soil columns. The effect of several factors such as addition of hydroxyl radical inhibitors, soil particle sizes, amount of O3 in O3-O2 mixed gas and moisture content in soil, on the kinetics of ozone remediation(2,4-D degradation) was investigated. To observe influence of water content on the kinetics, various volume of deionized water was added to the soil samles. The experimental results show that all ozone in gas-liquid phase, hydroxyl radicals in liquid-film and active sites on the surface of soil particles play roles in 2,4-D degradation in soil by ozone. For ozone remediation of moist soil there exist gas phase, liquid phase and solid phase, the contact between gas-liquid-solid phases is very important. The 2,4-D degradation by ozone follows the pseudo-first-order kinetics if reasonable simplification and hypothesis are added, and fitting correlation coefficients are higher than 0.9. A kinetic model of soil remediation proposed depends on soil water content. The experimental data reveal that the pseudo-first-order rate constants are fitted well with quadratic polynomial for the range of water content 0-9.38%(mass).