吉林大学学报(地球科学版)
吉林大學學報(地毬科學版)
길림대학학보(지구과학판)
JOURNAL OF JILIN UNIVERSITY(EARTH SCIENCE EDITION)
2010年
1期
164-168
,共5页
秦传玉%赵勇胜%郑苇%李雨松%孙猛
秦傳玉%趙勇勝%鄭葦%李雨鬆%孫猛
진전옥%조용성%정위%리우송%손맹
空气扰动%氯苯%影响半径%污染物迁移
空氣擾動%氯苯%影響半徑%汙染物遷移
공기우동%록분%영향반경%오염물천이
air sparging%chlorobenzene%radius of influence%contaminant migration
原位空气扰动技术(air sparging,AS)是去除饱和土壤和地下水中挥发性有机物的最有效方法之一.首先利用二维砂槽研究曝气量与空气饱和度、影响半径的关系.结果表明:提高曝气量可以增大地下水中的空气饱和度以及曝气影响半径,但二者的增幅与曝气量的增幅不成比例,随着曝气量的增加,二者增幅减缓.又利用砂槽研究了在水力梯度一定的情况下,不同曝气量对氯苯迁移和去除效果的影响.空气的注入降低了影响区域的渗透系数,减缓了地下水的流动,有效地控制了污染物的迁移.未曝气时,130 h以后,氯苯随地下水流迁移出砂箱的比例为19.7%,而曝气量为0.1、0.2 m~3/h时,此比例仅为3.6%和0.9%;与此同时,AS对氯苯的去除率分别为68.2%和78.6%.这说明AS可以有效控制污染物的迁移和去除,曝气量较大时效果更为明显.
原位空氣擾動技術(air sparging,AS)是去除飽和土壤和地下水中揮髮性有機物的最有效方法之一.首先利用二維砂槽研究曝氣量與空氣飽和度、影響半徑的關繫.結果錶明:提高曝氣量可以增大地下水中的空氣飽和度以及曝氣影響半徑,但二者的增幅與曝氣量的增幅不成比例,隨著曝氣量的增加,二者增幅減緩.又利用砂槽研究瞭在水力梯度一定的情況下,不同曝氣量對氯苯遷移和去除效果的影響.空氣的註入降低瞭影響區域的滲透繫數,減緩瞭地下水的流動,有效地控製瞭汙染物的遷移.未曝氣時,130 h以後,氯苯隨地下水流遷移齣砂箱的比例為19.7%,而曝氣量為0.1、0.2 m~3/h時,此比例僅為3.6%和0.9%;與此同時,AS對氯苯的去除率分彆為68.2%和78.6%.這說明AS可以有效控製汙染物的遷移和去除,曝氣量較大時效果更為明顯.
원위공기우동기술(air sparging,AS)시거제포화토양화지하수중휘발성유궤물적최유효방법지일.수선이용이유사조연구폭기량여공기포화도、영향반경적관계.결과표명:제고폭기량가이증대지하수중적공기포화도이급폭기영향반경,단이자적증폭여폭기량적증폭불성비례,수착폭기량적증가,이자증폭감완.우이용사조연구료재수력제도일정적정황하,불동폭기량대록분천이화거제효과적영향.공기적주입강저료영향구역적삼투계수,감완료지하수적류동,유효지공제료오염물적천이.미폭기시,130 h이후,록분수지하수류천이출사상적비례위19.7%,이폭기량위0.1、0.2 m~3/h시,차비례부위3.6%화0.9%;여차동시,AS대록분적거제솔분별위68.2%화78.6%.저설명AS가이유효공제오염물적천이화거제,폭기량교대시효과경위명현.
Air sparging (AS) has been proven to be one of the most effective means of removing volatile organic compounds in saturated soils and groundwater. Firstly, the effect of air flow rates on air saturation and radius of influence (ROI) was investigated using a two-dimensional laboratory sand tank. The results show that improving air flow rate can increase higher air saturation and wider ROI. However, the increases of air flow rate and air saturation, ROI are disproportionate. With the increase of air flow rate, the increase amplitude of air saturation, ROI becomes slow. Then the effect of different air flow rates on chlorobenzene migration and removal in sand tank with a certain hydraulic gradient was also studied. The air injection into groundwater can reduce the hydraulic conductivity within the zone of influence, can slow down groundwater flow and contaminant migration. When no air flow injected, the proportion of chlorobenzene migrated out of the sand profile with the effluent groundwater is 19.7% after 130 hours. While the proportions were only 3.6% and 0.9% at air injection rates of 0.1, 0.2 m~3/h respectively. Meanwhile, 68.2% and 78.6% of the initial chlorobenzene mass has been removed at the two air injection rates respectively. This result reveals that AS can effectively control and remove contaminant migration in groundwater. This effect will be more obvious when higher air flow rate is used.