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Soil Physics 2010 Outline Announcements More tension infiltrometers More infiltration.

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Presentation on theme: "Soil Physics 2010 Outline Announcements More tension infiltrometers More infiltration."— Presentation transcript:

1 Soil Physics 2010 Outline Announcements More tension infiltrometers More infiltration

2 Soil Physics 2010 One more review session in G217 Agronomy, today, noon – 2:00 pm. Homework 5 due Wednesday after Spring Break Homework 5 is now posted. There is a pdf file, and an Excel file. Announcements

3 Measuring infiltration Tension infiltrometer (developed in part here at ISU; patent held by Ankeny, Horton, & Kaspar) Water is applied to the soil surface at a negative pressure Steady infiltration at a given tension  gives estimate of K(  ) Reservoir Bubble tower Soil Physics 2010

4 Mariotte bottle How do you supply water under tension? hh Air coming out of this hose has a suction  h : That’s what is needed to pull air down, and bubbles out of the inlet tube. Air inlet Air outlet Pulling air down is like pulling water up

5 Soil Physics 2010 Mariotte bottle Mariotte bottle, part 2 Air inlet This supplies water at a constant tension – as used in the hydraulic diffusivity experiment.  B hh

6 Soil Physics 2010 Mariotte bottle Mariotte bottle, part 3 hh Air inlet This is a useful way to supply water at a constant head… or to maintain water at a constant height.

7 Soil Physics 2010 Mariotte bottle, part 4 h1h1 Water exits tube at h = –  h 1 +  h 2 Control Mariotte Supply Mariotte h2h2 Change h by moving end of tube up or down.

8 Reservoir Bubble tower Soil Physics 2010 Tension infiltrometer Mariotte control bottle (“bubble tower”) and supply bottle (“reservoir”) in a single portable unit. Big reservoir, small  h control Fewer holes in big reservoir

9 Reservoir Bubble tower Soil Physics 2010 The point of the tension infiltrometer The tension infiltrometer allows field measurement of a few points on the K(h) curve, near saturation where it changes fastest.

10 ii Soil Physics 2010 Why is the wetting front sharp? z  L K()K()  1)Need less gradient when  is near  s. Need big gradient at low . 2)If it weren’t, it would become sharp. 3)At the front, capillary forces dominate. Behind the front, gravity rules.

11 Soil Physics 2010 Why is the wetting front sharp? ii z  3)At the front, capillary forces dominate. Behind the front, gravity rules. Behind the front,  m near zero. Water in large pores can stay in large pores → high K. At the front,  m is strong. Water in large pores is pulled into smaller pores → K drops.

12 ii Soil Physics 2010 More about infiltration Specifically the Green & Ampt model z   m initial condition  m = 0 at saturation L Potential difference from surface to wetting front: Distance from surface to wetting front: L +  m L Gradient

13 Soil Physics 2010 Green & Ampt model ii z  L L +  m L Gradient As I (  infiltration) increases, gradient decreases.

14 Soil Physics 2010 Green & Ampt model ii z 

15 Soil Physics 2010 Philips model Recall that horizontal infiltration can be modeled as a diffusion process, with x(t)  t ½ But for vertical infiltration, the gradient is always at least 1, so x(t) → K s at large t. So for vertical infiltration, the short-time infiltration rate is i(t)  t ½, but the long-term behavior is more like i(t)  t.

16 Soil Physics 2010 J. R. Philips on infiltration Infinite series solution, with the first 2 terms dominating: Early time: diffusion term dominates Late time: constant term dominates – conceptually like Green & Ampt


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