Migration of Cr2O7 2- and Butanone in Soil and Groundwater System After the Tianjin Port 8·12 Explosion
Liyan Liu , Shaopan Liang , Hongchen Liu , Wei Tan , Guorui Zhu
Transactions of Tianjin University ›› 2018, Vol. 24 ›› Issue (6) : 522 -531.
Migration of Cr2O7 2- and Butanone in Soil and Groundwater System After the Tianjin Port 8·12 Explosion
After the Tianjin Port 8·12 explosion, an enormous amount of potassium dichromate (K2Cr2O7) and butanone (CH3COCH2CH3) leaked into the coastal soil–groundwater system, which potentially threatened the environment and human health. Determining the transport process of hazards is necessary to establish guidelines for remediating the contaminated area. This work aims to investigate the migration of potassium dichromate and butanone in the coastal soil‒groundwater system through a coupling unsaturated–saturated numerical model, incorporating the HYDRUS model into the MODFLOW/MT3D model. In the unsaturated zone, two-dimensional HYDRUS model was applied, and its recharge flux at the bottom boundary was utilized as the input of MODFLOW/MT3D model in the saturated zone. Results showed that Cr2O7 2- migrated much faster than butanone in the unsaturated zone and reached the water table in about 1 year. In comparison, butanone was unlikely to enter the aquifer even 5 years later with a migration depth of about 2.2 m. Driven by groundwater, the Cr2O7 2‒ that entered the aquifer migrated about 161 m toward southeast 5 years later. In the saturated zone, the contamination plume covered mainly the southeast area due to the groundwater flow direction.
Potassium dichromate / Butanone / HYDRUS / MODFLOW / Coastal soil‒groundwater system / Tianjin Port 8·12 explosion
| [1] |
|
| [2] |
|
| [3] |
|
| [4] |
Parker Jr WON Chemical transformations on a weakly acidic catalyst studied by 15N NMR: butanone oxime on silicalite-1. Magn Reson Chem, 1999, 37(6): 433-436. |
| [5] |
|
| [6] |
|
| [7] |
|
| [8] |
|
| [9] |
|
| [10] |
|
| [11] |
Su XP, Wang Q, Song J (2012) Physical and chemical characteristics of high clay content dredger fill in different regions. In: ICETCE ‘12 proceedings of the 2012 second international conference on electric technology and civil engineering, Washington, DC |
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
|
| [18] |
Seo HS, Šimůnek J, Poeter EP (2007) Documentation of the HYDRUS package for MODFLOW-2000, the US geological survey modular ground-water model. GWMI 2007-01 International Ground Water Modeling Center, Colorado School of Mines, Golden |
| [19] |
|
| [20] |
|
| [21] |
|
| [22] |
|
| [23] |
Zhu Y (2013) Study on quasi-3D water flow and solute transport model in regional scales and its applications. Dissertation, Wuhan University, Wuhan (in Chinese) |
| [24] |
Kong QY (2012) Study on the engineering properties of improved hydraulic filled ground in Tianjin Binhai Area. Dissertation, Tianjin University, Tianjin (in Chinese) |
| [25] |
|
| [26] |
|
| [27] |
Xu M (2008) Experiment study on soil-water characteristic curve in unsaturated zone. Dissertation, Chang’an University, Xi’an (in Chinese) |
| [28] |
|
| [29] |
|
| [30] |
|
| [31] |
|
| [32] |
|
| [33] |
|
| [34] |
|
| [35] |
|
| [36] |
|
| [37] |
|
| [38] |
|
/
| 〈 |
|
〉 |