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SOIL INFILTRATION 101
WHAT IT IS. WHY YOU NEED IT. HOW TO
MEASURE IT.
Gaylon S. Campbell, PhD
METER Group, Inc. USA
INFILTRATION RATE
Definition: The volume of water entering a unit area of soil in unit time [m3 m-2 s-1]
or [m/s]
Infiltration rate is the product of two factors:
1. Hydraulic Conductivity (K) – the ability of the soil to transmit water
2. Water potential gradient (dh/dz) – the forces moving water into the soil
Water potential has two components:
1. Matric – forces that attract water to mineral and organic surfaces (depend on
nature of matrix and its water content)
2. Gravitational – a constant vertical force
INFILTRATION RATE
Behavior with time
𝑖 = 𝐾
𝑑ℎ
𝑑𝑧
= 𝐾
𝑑ℎ'
𝑑𝑧
+ 𝐾
𝑑ℎ)
𝑑𝑧
𝑑ℎ)
𝑑𝑧
= 1
𝑎𝑡 𝑙𝑜𝑛𝑔 𝑡𝑖𝑚𝑒
𝑑ℎ'
𝑑𝑧
→ 0
𝑠𝑜, 𝑎𝑡 𝑙𝑜𝑛𝑔 𝑡𝑖𝑚𝑒 𝑖 ≈ 𝐾
MEASURING INFILTRATION
RATE & ITS COMPONENTS
METER makes instruments to
measure:
• Soil water content (field)
• Soil matric potential (lab and
field)
• Soil water potential (lab)
• Soil saturated hydraulic
conductivity (lab)
• Soil unsaturated hydraulic
conductivity (lab)
• Infiltration rate in field to
determine K (field)
TEROS 12
TEROS 21 TEROS 31
WP4C
KSAT
HYPROP SATURO
HYDRAULIC CONDUCTIVITY
WHY DO WE CARE ABOUT IT?
It impacts almost everything
soil is used for
• Crop production
• Irrigation and drainage
• Hydrology (native and urban)
• Landfill performance
• Storm water system design
• Soil health
HYDRAULIC CONDUCTIVITY
WHAT FACTORS DETERMINE ITS
VALUE?
• Soil texture
• Soil structure
• Biopores
• Compaction/bulk density
• Water content/potential
HYDRAULIC CONDUCTIVITY
Depends on whether the soil is saturated or unsaturated
KSAT
SATURATED CONDUCTIVITY
• Uses soil cores
• Steady saturated flow
at a known head
HYPROP
UNSATURATED CONDUCTIVITY
• Uses soil cores
• Tensiometers measure water potential
and gradient during evaporation
• Gives both moisture release curve
and unsaturated hydraulic
conductivity function
HYPROP
UNSATURATED HYDRAULIC
CONDUCTIVITY DATA
HYPROP
MOISTURE RELEASE DATA
MEASURING K IN THE FIELD
SINGLE-RING INFILTROMETER
• Single measuring cylinder
• Diameter: 10 to 50 cm
• Constant or falling head
MEASURING K IN THE FIELD
DOUBLE-RING INFILTROMETER
• Concentric cylinders;
outer cylinder provides a buffer
• Assumed one-dimensional flow
from inner cylinder
• Can do constant or falling head
FIELD STUDY
USING DOUBLE-RING
Research Project
• Semi-automated double-ring
infiltrometer system
• Made ~200 Kfs measurements
• Typical measurement times between
90 to 120 min
• Typically used over 2,000 L of water
IMPROVEMENT
OBSERVATIONS AND OPPORTUNITIES
• K is spatially and temporally variable
• Double-ring takes a lot of time and water
• Why not use math to eliminate the need for the second ring?
• It is hard to measure infiltration and control head.
Why not do that electronically?
• Sorptivity must be taken into account to get accurate conductivity
measurements. Automate that too.
IMPROVEMENT
• Fully automate measurements and control
• Reduce water requirements
• Be portable
• Have a wide flux rate range: 0.03 cm hr-1 to 115 cm hr-1
• Automatically calculate Kfs
We wanted an infiltrometer to:
ANALYSIS
Kfs is defined as:
F is a function that corrects for sorptivity and geometrical factors
Nimmo et al. (2009) gives F as:
D
+
+
=
+
+
+
=
D
b
C
d
C
D
F
l
l
1
1
2
1
D = ponding depth
d = insertion depth
b = infiltrometer radius
l = porous matrix characteristic length
C1 = 0.993
C2 = 0.578
ANALYSIS
For two ponding depths we can write:
Solving to eliminate l we get:
DUAL-HEAD MEASUREMENTS
Head
-25
-20
-15
-10
-5
0
5
10
15
20
0 20 40 60
Pressure,
cm
Time, Min
Flux
0.00E+00
5.00E-03
1.00E-02
1.50E-02
2.00E-02
2.50E-02
3.00E-02
3.50E-02
0 20 40 60
Flux,
cm
s-1
Time, Min
MEASURING KFS
DUAL-HEAD ANALYSIS METHOD
SATURO
• Water level is electronically
controlled
• Stepper motor pump accurately
measures infiltration rate
• Controlled air pressure in chamber
simulates different ponding depths
SATURO
AUTOMATED, ACCURATE SATURATED
HYDRAULIC CONDUCTIVITY
Pressure Infiltrometer
• Fully automated measurements
• Vastly reduced water requirements
• Improved portability
• Allows broad range of infiltration rates
• Automatically calculates Kfs
Enter
BACK
POWER / MENU
SATURO
FIELD SETUP
INSTALL RING
SATURO
FIELD SETUP
ATTACH CHAMBER
SATURO
FIELD SETUP
CONFIGURE TEST
MEASURING KFS
SATURO – FLUX DATA
0.00E+00
2.00E-03
4.00E-03
6.00E-03
8.00E-03
1.00E-02
1.20E-02
1
5
9
13
17
21
25
29
33
37
41
45
49
53
57
61
65
69
73
77
81
85
89
93
97
101
105
109
113
Flux
(cm/s)
Time (min)
Kfs =
Δ(i1 −i2 )
D1 − D2
COMPARISON STUDY
METHODOLOGY
METER Group soccer field
• Soil Type: Palouse silt loam
• NRCS infiltration values
• 7 measurement locations
COMPARISON STUDY
INSTRUMENTS
Double-ring infiltrometer SATURO infiltrometer
COMPARISON STUDY
RESULTS
Location Double Ring Kfs SATURO Kfs Δ Kfs
cm/hr cm/hr cm/hr
SF 1 21.27 18.1 -3.19
SF 2 20.43 11.4 -9.05
SF 3 1.23 62.6 61.41
SF 4 1.49 44.3 42.79
SF 5 6.07 7.6 1.48
SF 6 2.82 1.3 -1.50
SF 7 1.69 3.4 1.67
COMPARISON STUDY
RESULTS
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0
DOUBLE-RING
INFILTROMETER,
CM/HR
SATURO INFILTROMETER, CM/HR
CONCLUSIONS
• METER makes soil physics easier
• Infiltration measurement is now easy and accurate
• Both saturated and unsaturated hydraulic conductivity are now
easily and accurately measured in the lab and in the field
QUESTIONS?
Gaylon S. Campbell, PhD
Senior Scientist
METER Group, Inc.
2365 NE Hopkins Ct, Pullman, WA 99163
T 509.332.5600
E support.environment@metergroup.com
W www.metergroup.com
Soil Infiltration 101: What It Is. Why You Need It. How To Measure It.

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Soil Infiltration 101: What It Is. Why You Need It. How To Measure It.

  • 1.
  • 2. SOIL INFILTRATION 101 WHAT IT IS. WHY YOU NEED IT. HOW TO MEASURE IT. Gaylon S. Campbell, PhD METER Group, Inc. USA
  • 3. INFILTRATION RATE Definition: The volume of water entering a unit area of soil in unit time [m3 m-2 s-1] or [m/s] Infiltration rate is the product of two factors: 1. Hydraulic Conductivity (K) – the ability of the soil to transmit water 2. Water potential gradient (dh/dz) – the forces moving water into the soil Water potential has two components: 1. Matric – forces that attract water to mineral and organic surfaces (depend on nature of matrix and its water content) 2. Gravitational – a constant vertical force
  • 4. INFILTRATION RATE Behavior with time 𝑖 = 𝐾 𝑑ℎ 𝑑𝑧 = 𝐾 𝑑ℎ' 𝑑𝑧 + 𝐾 𝑑ℎ) 𝑑𝑧 𝑑ℎ) 𝑑𝑧 = 1 𝑎𝑡 𝑙𝑜𝑛𝑔 𝑡𝑖𝑚𝑒 𝑑ℎ' 𝑑𝑧 → 0 𝑠𝑜, 𝑎𝑡 𝑙𝑜𝑛𝑔 𝑡𝑖𝑚𝑒 𝑖 ≈ 𝐾
  • 5. MEASURING INFILTRATION RATE & ITS COMPONENTS METER makes instruments to measure: • Soil water content (field) • Soil matric potential (lab and field) • Soil water potential (lab) • Soil saturated hydraulic conductivity (lab) • Soil unsaturated hydraulic conductivity (lab) • Infiltration rate in field to determine K (field) TEROS 12 TEROS 21 TEROS 31 WP4C KSAT HYPROP SATURO
  • 6. HYDRAULIC CONDUCTIVITY WHY DO WE CARE ABOUT IT? It impacts almost everything soil is used for • Crop production • Irrigation and drainage • Hydrology (native and urban) • Landfill performance • Storm water system design • Soil health
  • 7. HYDRAULIC CONDUCTIVITY WHAT FACTORS DETERMINE ITS VALUE? • Soil texture • Soil structure • Biopores • Compaction/bulk density • Water content/potential
  • 8. HYDRAULIC CONDUCTIVITY Depends on whether the soil is saturated or unsaturated
  • 9. KSAT SATURATED CONDUCTIVITY • Uses soil cores • Steady saturated flow at a known head
  • 10. HYPROP UNSATURATED CONDUCTIVITY • Uses soil cores • Tensiometers measure water potential and gradient during evaporation • Gives both moisture release curve and unsaturated hydraulic conductivity function
  • 13. MEASURING K IN THE FIELD SINGLE-RING INFILTROMETER • Single measuring cylinder • Diameter: 10 to 50 cm • Constant or falling head
  • 14. MEASURING K IN THE FIELD DOUBLE-RING INFILTROMETER • Concentric cylinders; outer cylinder provides a buffer • Assumed one-dimensional flow from inner cylinder • Can do constant or falling head
  • 15. FIELD STUDY USING DOUBLE-RING Research Project • Semi-automated double-ring infiltrometer system • Made ~200 Kfs measurements • Typical measurement times between 90 to 120 min • Typically used over 2,000 L of water
  • 16. IMPROVEMENT OBSERVATIONS AND OPPORTUNITIES • K is spatially and temporally variable • Double-ring takes a lot of time and water • Why not use math to eliminate the need for the second ring? • It is hard to measure infiltration and control head. Why not do that electronically? • Sorptivity must be taken into account to get accurate conductivity measurements. Automate that too.
  • 17. IMPROVEMENT • Fully automate measurements and control • Reduce water requirements • Be portable • Have a wide flux rate range: 0.03 cm hr-1 to 115 cm hr-1 • Automatically calculate Kfs We wanted an infiltrometer to:
  • 18. ANALYSIS Kfs is defined as: F is a function that corrects for sorptivity and geometrical factors Nimmo et al. (2009) gives F as: D + + = + + + = D b C d C D F l l 1 1 2 1 D = ponding depth d = insertion depth b = infiltrometer radius l = porous matrix characteristic length C1 = 0.993 C2 = 0.578
  • 19. ANALYSIS For two ponding depths we can write: Solving to eliminate l we get:
  • 20. DUAL-HEAD MEASUREMENTS Head -25 -20 -15 -10 -5 0 5 10 15 20 0 20 40 60 Pressure, cm Time, Min Flux 0.00E+00 5.00E-03 1.00E-02 1.50E-02 2.00E-02 2.50E-02 3.00E-02 3.50E-02 0 20 40 60 Flux, cm s-1 Time, Min
  • 21. MEASURING KFS DUAL-HEAD ANALYSIS METHOD SATURO • Water level is electronically controlled • Stepper motor pump accurately measures infiltration rate • Controlled air pressure in chamber simulates different ponding depths
  • 22. SATURO AUTOMATED, ACCURATE SATURATED HYDRAULIC CONDUCTIVITY Pressure Infiltrometer • Fully automated measurements • Vastly reduced water requirements • Improved portability • Allows broad range of infiltration rates • Automatically calculates Kfs Enter BACK POWER / MENU
  • 26. MEASURING KFS SATURO – FLUX DATA 0.00E+00 2.00E-03 4.00E-03 6.00E-03 8.00E-03 1.00E-02 1.20E-02 1 5 9 13 17 21 25 29 33 37 41 45 49 53 57 61 65 69 73 77 81 85 89 93 97 101 105 109 113 Flux (cm/s) Time (min) Kfs = Δ(i1 −i2 ) D1 − D2
  • 27. COMPARISON STUDY METHODOLOGY METER Group soccer field • Soil Type: Palouse silt loam • NRCS infiltration values • 7 measurement locations
  • 29. COMPARISON STUDY RESULTS Location Double Ring Kfs SATURO Kfs Δ Kfs cm/hr cm/hr cm/hr SF 1 21.27 18.1 -3.19 SF 2 20.43 11.4 -9.05 SF 3 1.23 62.6 61.41 SF 4 1.49 44.3 42.79 SF 5 6.07 7.6 1.48 SF 6 2.82 1.3 -1.50 SF 7 1.69 3.4 1.67
  • 30. COMPARISON STUDY RESULTS 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 DOUBLE-RING INFILTROMETER, CM/HR SATURO INFILTROMETER, CM/HR
  • 31. CONCLUSIONS • METER makes soil physics easier • Infiltration measurement is now easy and accurate • Both saturated and unsaturated hydraulic conductivity are now easily and accurately measured in the lab and in the field
  • 32. QUESTIONS? Gaylon S. Campbell, PhD Senior Scientist METER Group, Inc. 2365 NE Hopkins Ct, Pullman, WA 99163 T 509.332.5600 E support.environment@metergroup.com W www.metergroup.com