1 / 14

Soil Adsorption Coefficients in SPLP and TCLP Testing for Understanding Contaminant Fate

This study examines the adequacy of SPLP and TCLP testing data in understanding soil adsorption coefficients and their impact on contaminant fate and transport modeling. Results suggest that Kds derived from SPLP testing may be inflated due to dilution effects, and adjustments should be considered to accurately assess leachate risks.

jchristi
Download Presentation

Soil Adsorption Coefficients in SPLP and TCLP Testing for Understanding Contaminant Fate

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Are SPLP or TCLP testing data adequate for understanding soil adsorption coefficients?Chris Bailey, T&T

  2. Introduction • SPLP – Synthetic precipitation leaching procedure • TCLP – Toxicity characteristics leaching procedure • Soil adsorption or distribution coefficient • Important for contaminant fate and transport modelling – both for leaching from soil/waste to groundwater and for groundwater contaminants migrating towards a receptor.

  3. Unsaturated and saturated zone contaminant transport

  4. Leaching model • Surface soil contamination 1m deep • Sandy soil with 1m/yr infiltration rate • Contaminant concentration of 1000mg/kg • Not volatile, no degradation • 250 year simulation time • Groundwater at 5m depth • Kds examined: 10, 20 and 100 L/kg

  5. Leaching model: Kd – 10L/kg

  6. Leaching model: Kd – 20 L/kg

  7. Leaching model: Kd – 100L/kg

  8. Determining Kds from SPLP data • Published guidance provides methodologies for determining Kds from SPLP data. • Methods account for loss of adsorbed phase during the testing. • However, the methods do not account for the potential for dilution effects from 20:1 liquid-to-solid mixing.

  9. Potential for dilution effect • Would contaminant in soil moisture just dilute with water used for test? Are SPLP derived Kds over-estimated? Fraction of initial concentration required to dissolve to ensure constant Kd during SPLP test

  10. Dilution examination • Work carried out by Townsend et al in 2006 examined issues associated with direct comparison of SPLP results to groundwater acceptance criteria. • Results of this work co-opted to examine dilution issue with regard to determining Kds from SPLP data • If Kd is presumed constant throughout a range of liquid-to-solid ratios, a relationship can be plotted using:

  11. Results and interpretation • Results indicated that for increased liquid to solid ratio testing, Kds are artificially inflated. Results suggest that Kdsderived from SPLP testing of As and Cr should be decreased by a factor of 1.7 and 1.5, respectively (not 20 as complete dilution would imply). Other testing indicated factors between 2 and 5. • Results indicate that decreasing Kd by a factor of 20 would be overly conservative but not factoring some dilution is likely to under-predict leachate and potentially under-predict risks posed.

  12. Results continued • Not a definitive resolution of the dilution issue with regard to SPLP derived Kds, but an option for consideration if the opportunity has passed for more testing and data only consists of SPLP or TCLP data. • Appropriate to closely examine Kds and their derivation methods for any contaminant fate and transport modelling given the sensitivity of results to this parameter

More Related