SlideShare a Scribd company logo
Amendments that improve water retention Jim Owen, Jr., Stuart Warren,  Ted Bilderback, Dean Hesterberg,  Alison Prehn, and Joseph Albano NC STATE  UNIVERSITY
The Team
Problem ,[object Object],[object Object],[object Object],[object Object],Tyler et al., 1996, Lea-Cox and Ristvey, 2003; Warren and Bilderback, 2005
Approach NUTRIENTS ENVIRONMENT IRRIGATION SUBSTRATE Container
Approach NUTRIENTS ENVIRONMENT IRRIGATION SUBSTRATE Container
Objective ,[object Object]
Amendment ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Murray, 2000.
Amendment Raw Clay Selection  & Mining Primary Crusher Secondary Crusher Dryer (RVM) Mill Screen Rotary Kiln (LVM) Oil-Dri Corporation of America Bag or Bulk ≤  800 °C ≈  120°C
4 Years of Research ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
4 Years of Research ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Water and nutrient (N & P) budgets
Clay Processing ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Clay Processing ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],24 - 48
Clay Rate
Clay Rate Physical Properties Normal Range
Clay Rate Physical Properties Normal Range
Clay Rate Max. = 11%  Y = 0.6x 2  + 13.3x + 247.0  R 2  = 0.76
Clay Rate ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Reduced Water Application
Reduced Water Application How Low Can You Go!
Reduced Water Application ,[object Object],[object Object],[object Object],[object Object],[object Object]
Reduced Water Application
Reduced Water Application 26 L
Reduced Water Application 90,000 gallons of water  saved per growing acre while maintaining growth
Reduced Water Application 16 L
Reduced Water Application 55,000 gallons less leachate or runoff per growing acre
Water Buffering Capacity
Water Buffering Capacity ,[object Object],[object Object],[object Object],[object Object]
Water Buffering Capacity
Water Buffering Capacity
Water Buffering Capacity 3.4 mL min -1 2.7 mL min -1
Water Buffering Capacity 334 mL
Water Buffering Capacity Physical Properties: 4% increase in available water which equates into 500 ml
Water Buffering Capacity ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Water Buffering Capacity B P   ≤  0.05 A B A B 123 g 82 g
Water Buffering Capacity B P   ≤  0.05 B A B A 190 mL 90 mL
Financial Support FNRI
Columbia River Gorge, OR

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Owen 2 ashs 07

Editor's Notes

  1. Indutrila
  2. Industrial process
  3. 26% decrease from 100 L to 74 L
  4. 26% decrease from 100 L to 74 L
  5. 70% decrease in effluent from 23 L to 7 L Decrease of 55,000 gal growing acre
  6. 70% decrease in effluent from 23 L to 7 L Decrease of 55,000 gal growing acre
  7. Plant used more water when grown in clay
  8. When measureing physical properties
  9. 44% increase from 277 g to 400 g (123g) when using the load cell 30% increase from 272 g to 354 g (82g) when using the PM replacement
  10. 46% increase from 168 g to 245 g