Murray W A, Lunardini R C, Ullo F J, Davidson M E
Harding Lawson Associates, Building 2, Suite 301, 107 Audubon Road, Wakefield, MA 01880, USA.
J Hazard Mater. 2000 Feb 25;72(2-3):121-45. doi: 10.1016/s0304-3894(99)00137-5.
A 72-h air sparging pilot test was conducted at Site 5 (Operable Unit 2), Naval Air Station Cecil Field, Jacksonville, FL, to determine performance parameters necessary for full-scale design. The sparge well was completed to a depth of 29 ft, several feet below the groundwater plume contaminated with volatile organic compounds (VOCs), primarily benzene, toluene, ethylbenzene, and xylenes (BTEX). Air flow rates supplied to the sparge well were 3 cubic feet/min (cfm) during the first day, 2 cfm during the second day, and 1 cfm during the third day. Water levels in monitoring wells initially rose approximately 2 ft during the first 4-5 h of the test, then receded back to pre-test equilibrium levels over the next 15 h, for a total duration of water mounding of about 20 h. A small (approximately 0.5 ft) water table drop, with subsequent recovery to equilibrium level, occurred each time the air sparging rate was decreased. Although there is considerable variation depending on direction from the sparge well, the average radius of influence varied from approximately 30 ft at 1 cfm to 50 ft at 3 cfm. The air sparge system was capable of increasing the dissolved oxygen from 0 to 6 or 7 mg/l within 12-15 h of air channels reaching a given location. A lag time of approximately 13 h was observed before air channels reached a radius of 30 ft and dissolved oxygen levels began to increase at that radius. CO(2) (stripped out of the groundwater by the sparging) decreased from a pre-test concentration of 150 to 20 mg/l at r=5 ft, and from 150 to 50 mg/l at r=30 ft, within a period of about 24 h. The rate of VOC mass removal during the pilot test was 0.06 lb/day at a sparge rate of 3 cfm, and it appears that air sparging will effect a rapid cleanup of the VOCs in the Site 5 groundwater plume.
在佛罗里达州杰克逊维尔海军航空站塞西尔场的5号场地(可操作单元2)进行了为期72小时的空气注入中试试验,以确定全尺寸设计所需的性能参数。注气井深度达到29英尺,位于被挥发性有机化合物(VOCs)污染的地下水羽状物下方几英尺处,这些挥发性有机化合物主要是苯、甲苯、乙苯和二甲苯(BTEX)。注入注气井的空气流量第一天为3立方英尺/分钟(cfm),第二天为2 cfm,第三天为1 cfm。监测井中的水位在试验的前4 - 5小时内最初上升了约2英尺,然后在接下来的15小时内回落至试验前的平衡水平,水位隆起的总持续时间约为20小时。每次降低空气注入速率时,都会出现小幅度(约0.5英尺)的地下水位下降,随后恢复到平衡水平。尽管根据距注气井的方向不同存在相当大的差异,但影响半径的平均值从1 cfm时的约30英尺变化到3 cfm时的50英尺。空气注入系统能够在空气通道到达给定位置后的12 - 15小时内将溶解氧从0增加到6或7毫克/升。在空气通道到达30英尺半径且该半径处的溶解氧水平开始增加之前,观察到大约13小时的滞后时间。在大约24小时内,CO₂(通过注入从地下水中去除)在r = 5英尺处从试验前浓度150毫克/升降至20毫克/升,在r = 30英尺处从150毫克/升降至50毫克/升。中试试验期间,以3 cfm的注入速率去除VOC质量的速率为0.06磅/天,空气注入似乎将快速清理5号场地地下水中的VOCs。