Draining Effect of a Tile Line

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The class of problems involving flow of water through permeable media

The class of problems involving flow of water through permeable media

has a wide range and is of considerable importance to engineers and scientists. The Armfield.Drainage and Seepage Tank, Model S1, facilitates a detailed study of the movement of water through permeable media.
In the laboratory, we have the advantage of being able to use homogenius materials of known properties. This simplifies the problem and makes it possible toreduce the number of components involved.
Following experiment has been designed to demonstrate the most typical situations that arise in dealing with water as it moves through a permeable medium. The situations described are mostly "engineering" situations. In addition to the water and the medium through which it moves, they usually involve some artificial, or"engineering" element like a wall, a dam, a tile line etc.

Introduction

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Tile lines, horizontal galleries, trenches and, sometimes, vertical wells are widely

Tile lines, horizontal galleries, trenches and, sometimes, vertical wells are

widely used to control seepage of water through permeable soils.
The objective of this experiment is to show, by visualising the flow lines, how a tile line works (ie. how it forces the end-sections of flow lines to concentrate on one point).

Objective

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The Armfield.Drainage and Seepage Tank, Model S1

The Armfield.Drainage and Seepage Tank, Model S1

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Tile drainage is an agriculture practice that removes excess water from soil subsurface. Tile drainage

Tile drainage is an agriculture practice that removes excess water from soil

subsurface.

Tile drainage

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Equipment Diagrams 1)sand tank 2) water inlet 3) clamp 4) impermeable

Equipment Diagrams

1)sand tank
2) water inlet
3) clamp
4) impermeable baffle plate
5) adjustable

clamp
6) incorporating six tapping points
7) two independently adjustable overflows (7 & 16)
8) A drain valve
9) the frame
10) adjustable feet
11) sump tank drain
12) sump tank
13) centrifugal pump
14) flow control valve
15) electrical switch
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17) aluminium back panel 18) a shelf 19)toughened glass Equipment Diagrams

17) aluminium back panel
18) a shelf
19)toughened glass

Equipment Diagrams

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Theory

 

Theory

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Theory

 

Theory

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Tile drains inserted in any of six locations in the aluminium

Tile drains inserted in any of six locations in the aluminium

side. Two tile drains used in this experiment.
The drains are fitted into the tank at two of the six positions. Space around the overflows is kept free by using vertical sheets of perforated metal, which can be supported by the overflow pipes

Experimental stage

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The space in the tank between the perforated metal sheets is

The space in the tank between the perforated metal sheets is

then filled with sand to a depth of about 450mm. The overflows are set with their tops about 25mm above sand level, before water is poured slowly into the space around the upstream overflow.
After steady flow conditions have been achieved, we introduced dye is in the usual manner at different points along the sand surface and, also along the edge of the upstream membrane.
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Experimental stage

Experimental stage

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We have know how to calculate the K(very interesting physical property

We have know how to calculate the K(very interesting physical property

for Hydro-geologists and Engineers) in the Laboratory for any soil type we may encounter in the field.
By visualising the flow lines we have seen how tile line works

Conclusion (What I have learned from this project)

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S1 Issue 16 Instruction Manual Flow of fluids throw porous materials R.Kolinz References

S1 Issue 16 Instruction Manual
Flow of fluids throw porous materials R.Kolinz

References