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Drainage And Seepage Tank Didactic Equipment Technical Skills Training Equipment Applied Hydraulics & Hydrology

Item No.: S1
Drainage And Seepage Tank Didactic Equipment Technical Skills Training Equipment Applied Hydraulics & Hydrology
Description
S1 Drainage And Seepage Tank Didactic Equipment Technical Skills Training Equipment Applied Hydraulics & Hydrology

DESCRIPTION
Practical demonstration and visualisation are essential elements of fluid flow study.
The S1 Drainage and Seepage Tank has been designed to allow students to make an experimental study of flow through permeable media.
The bed of the tank is made from painted mild steel while the sides of the tank are supported and sealed by a well proven method which allows free access to the interior and results in minimum sight obstruction. One side is of toughened glass to give good scratch-free visibility over a long period of use while the other is made of aluminium which permits the insertion of pressure tapping points as required. The ends of the tank are made of steel plate.
Adjustable overflows are provided close to each end of the tank so that constant water levels may be maintained in each half of the tank. These may be lowered to a position close to the bed of the tank for some experiments to provide subsoil drainage. The equipment is self-contained, requiring only an initial fill with cold water and connection to the electricity supply. The sump tank can be emptied to a laboratory drain.
Typical student experiments include:
Seepage underneath a sheet pile wall
Seepage through an earth dam
Control of seepage through permeable soils by subsoil drainage
Distribution of uplift pressure on hydraulic structures
Reducing uplift pressure and lateral thrust by drainage
Formation and behaviour of ‘quicksand’
Stability of an earth dam
Draining an excavation site using wells
Note that the tank is supplied without sand. (0.1m³ is required of washed, narrow range sand (coarse) with no fraction finer than 0.5mm)


EXPERIMENTAL CONTENT
Verification of Darcy’s law
Flow net construction, flow lines and equipotential lines
Determining seepage rates
Boundary conditions
Flow line visualisation
Comparison of experimental results with analytical solutions
Demonstrating seepage underneath a sheet pile wall
Demonstrating seepage through an earth dam
Demonstrating draining effect of a tile line
Demonstrating draining effect of an open trench
Demonstrating uplift pressure on foundation of structures
Demonstrating changing uplift pressure by changing length of flow lines
Demonstrating reduction of uplift pressure by draining
Demonstrating reduction of lateral thrust on a retaining wall by draining
Demonstrating quicksand
Demonstrating stability of an earth dam
Demonstrating well draining