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| [[File:Double ring.JPG|thumb|Double ring]]
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| [[File:Double ring.jpg|thumb|Schematic diagram of double ring infiltrometer illustrating the infiltration of water both vertically, and laterally particularly from the outer ring.]] | | [[File:Double ring.jpg|thumb|Schematic diagram of double ring infiltrometer illustrating the infiltration of water both vertically, and laterally particularly from the outer ring.]] |
| [[File:Bill's double ring.jpg|thumb|Double ring infiltrometer in use]] | | [[File:Bill's double ring.jpg|thumb|Double ring infiltrometer in use]] |
| | [[File:Double ring.JPG|thumb|Double ring]] |
| | {{TOClimit|2}} |
| | ==Principle== |
| | Using a double ring infiltrometer is a relatively simple (although slow) method of measuring soil the [[hydraulic conductivity]] or ''[[design infiltration rate]]'' of a [[soil]]. |
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| | ==Measurements== |
| ===Packing list=== | | ===Packing list=== |
| • Small ring (28 – 32 cm)
| | * Small ring (28 – 32 cm) |
| • Large ring (53 – 57 cm)
| | * Large ring (53 – 57 cm) |
| • Sledge hammer for driving rings into ground
| | * Sledge hammer for driving rings into ground |
| • Wooden block to distribute force when driving rings into ground
| | * Wooden block to distribute force when driving rings into ground |
| • Level
| | * Level |
| • Two metal rulers with clips to secure
| | * Two metal rulers with clips or tape to secure |
| • Container for water
| | * Container for water (will water need transporting to site? take more than you think you'll need) |
| • Screwdriver or similar implement to dislodge rocks
| | * Screwdriver or similar implement to dislodge rocks |
| | ** Tarpaulin for working/sitting on? |
| | ** Sunscreen and/or umbrella! |
| ===Installation=== | | ===Installation=== |
| # Choose or create clear, level ground at the desired test location. | | # Choose or create clear, level ground at the desired test location. |
| 2. Work with minimal disturbance to the soil within the test area.
| | # Work with minimal disturbance to the soil within the test area. |
| 3. Place the wooden block across the ring and use the sledge hammer to drive the ring into the ground by ≥ 5 cm.
| | # Place the wooden block across the ring and use the sledge hammer to drive the ring into the ground by ≥ 5 cm. |
| 4. Check that the ring is level in all directions and correct as necessary.
| | # Check that the ring is level in all directions and correct as necessary. |
| 5. Repeat with the second ring (note that the order may vary if the rings are of differing heights.
| | # Repeat with the second ring (note that the order may vary if the rings are of differing heights. |
| 6. Both rings should be firm into the ground.
| | # Both rings should be firm into the ground. |
| 7. Secure the metal rulers to the inside of the rings.
| | # Secure the metal rulers to the inside of the rings. |
| Measurements | | ===Measurements=== |
| 1. To begin measurements gently pour 5 – 10 cm of water into both the inner and outer rings.
| | # To begin measurements gently pour 5 – 10 cm of water into both the inner and outer rings. |
| 2. Measurement of the water depth should be made every 15 minutes for the first hour, 30 minutes in the second hour and then hourly up to 6 hours.
| | # Measurement of the water depth should be made every 15 minutes for the first hour, 30 minutes in the second hour and then hourly up to 6 hours. |
| 3. The rings should be covered to reduce evaporation, particularly in hot weather and when the soil is clayey and infiltration is slow.
| | # The rings should be covered to reduce evaporation, particularly in hot weather and when the soil is clayey and infiltration is slow. |
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| | ==Calculations== |
| | Download a copy of our DRI (double ring infiltrometer) spreadsheet for this process. Directions are provided below. |
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| | {{#l:DRI.xlsx|Double ring to K}} |
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| ==Calculations==
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| [[File:DRI.xlsx]]
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| Using the DRI (double ring infiltrometer) spreadsheet
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| ===The Solver add-in=== | | ===The Solver add-in=== |
| To use the calculation spreadsheet, an additional add-in must be enabled in your Excel program. | | To use the calculation spreadsheet, an additional add-in must be enabled in your Excel program. |
| #Go to ‘File’ in you menu toolbar and select ‘Options’ from the menu, | | # Go to ‘File’ in your menu toolbar and select ‘Options’ from the menu, |
| #Choose ‘Add-ins’ and then at the bottom of the window, for ‘Manage Add-ins’, select ‘Go’. | | # Choose ‘Add-ins’ and then at the bottom of the window, for ‘Manage Add-ins’, select ‘Go’. |
| #Check the box for the ‘Solver’ add-in and then ‘OK’. | | # Check the box for the ‘Solver’ add-in and then ‘OK’. |
| #Your new Solver add-in appears on the right end of the ‘Data’ toolbar in the main Excel window. It is useful for solving all kinds of iterative equations. | | # Your new Solver add-in appears on the right end of the ‘Data’ toolbar in the main Excel window. It is useful for solving all kinds of iterative equations. |
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| ===Performing calculations=== | | ===Performing calculations=== |
| #Save a new copy of your spreadsheet. | | #Save a new copy of your spreadsheet. |
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| ##‘Solve’! | | ##‘Solve’! |
| ##The solver produces the optimized S and A values to match the model to the field data. | | ##The solver produces the optimized S and A values to match the model to the field data. |
| ##The saturated hydraulic conductivity (K) is approximated by dividing A by 2/3, where A is the slope of the linear part of the graph. i.e when infiltration rate has stabilized. | | ##The saturated hydraulic conductivity (K) is approximated by dividing A by 2/3, where A is the slope of the linear part of the graph. i.e when infiltration rate has stabilized. |
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| ==To review== | | ==External references== |
| https://www.astm.org/Standards/D3385.htm | | * https://www.astm.org/Standards/D3385.htm an alternative method which uses Mariotte tubes to maintain a constant water level during testing. |