1 / 13

Risk of P Movement from Soils of the Suwannee River Basin

Study on P Movement Risk in Suwannee River Basin Soils, focusing on Predicting Vertical P Movement, Drainage Comparison, Leaching Assessment Approaches, Sorption Capacity, and Model Evaluation.

gbaca
Download Presentation

Risk of P Movement from Soils of the Suwannee River Basin

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. Risk of P Movement from Soils of the Suwannee River Basin Willie Harris, Vimala Nair, and Dean Rhue W.G. Harris1, V.D. Nair1, R.D. Rhue1, D.A. Graetz1, R.S. Mylavarapu1 C.C. Truman2 USDA-Initiative for Future Agriculture and Food Systems 1 Soil and Water Science Department, University of Florida 2 USDA-ARS, Tifton, Georgia

  2. Topics • Hydrology – Soils –P (& N) Transport • Predicting Vertical P Movement in Soils

  3. Drainage: Surface vs. SubsurfaceLower Suwannee Basin 30 km Important factor in potential P transport

  4. Surface Drainage of “Flatwoods”(“Surface” entails some shallow subsurface flow in E horizon, which is minimally retentive of P) Runoff: High Erosion: Low Leaching: Low Denitrification: High P loss risk: High Spodosol E 2 m Bh Aquitard

  5. Subsurface Drainage (Karst)(Flow in soil zone mainly vertical) Entisol Ultisol P loss risk: Variable E E Runoff: Low Erosion: Low Leaching: Variable Denitrification: Low Bt 10 m

  6. Sand grain coatings, their presence or absence, makes a big difference in P retention capacity

  7. Toward a More Quantitative Site Specific Assessment of Leaching Potential • Capacity Approach • What is the remaining capacity? • Retardation Approach • How many “pore volumes” before “breakthrough” of elevated P concentrations at a given depth.

  8. Calculated Remaining P Sorption Capacity vs. P Concentrations in Porewater Remaining “Safe P Storage Capacity” for sandy soils- SPSC (PSR0 – Soil PSR)(Oxalate Fe + Al)

  9. “Safe” P Storage Capacity (mg kg-1) -20 0 20 40 60 -60 -40 -20 0 20 2 m Minimally-impacted dairy Heavily-impacted dairy

  10. Modeling P Retardation:RPA = “Relative P Adsorption Capacity”

  11. Leaching Assessment Approaches are Complementary Retardation Approach Capacity Approach Captures previous loading effect? Yes Not well Captures time factor? Indirectly Yes Works for naturally phosphatic soils? No Yes

  12. Summary of Findings, to Date • Predicted vs. observed P movement - reasonably close. • Typical “safe lifespan” of application site - a few years*. • Phosphate effects realized later than nitrate effects. (BUT …) • Phosphate effects realized longer than nitrate effects. *A loamy horizon (Bt) could extend this greatly, barring preferential flow.

  13. Acknowledgements • Technical staff: Bill Reve, Greg Means,Dawn Lucas,Keith Hollien • Members of the Florida P-Index Committee. • Graduate student: Myrlene Chrystostome, Omar Harvey, Daniel Herrera, Rav Ramnarine, Leighton Walker

More Related