Horizontal Wells | Civil Engineering Projects

Horizontal Wells | Building Construction and Design

In our previous series of articles regarding Well Systems and Well Points, we have covered the following:

• Single stage Well Points
• Multi-stage Well Points
• VacuumWell Points
• Shallow Well System
• Deep Well System

Now we will move on with our discussion on "Horizontal Wells".

Horizontal wells of about 5cm to 8cm diameter have been used for drainage of hill sides. These wells are drilled into the hill at a slightly upward slope. A perforated casing is installed in the well to collect and discharge water.

Horizontal wells have been successfully installed for horizontal length of 60m.

Large horizontal tunnels have also been successfully used to tap deep aquifers beneath hill sides.

A combined system of vertical wells and horizontal wells can be used to drain stratified soil deposits. In this system, the vertical wells intercept the aquifer and discharge the water into the horizontal well. The water collected by the horizontal well is discharged at a suitable point.

Deep Well System | Civil Engineering Projects

Deep Well System | Building Construction and Design

In our series of articles regarding wells and well Points, we have discussed the following:

• Single Stage Well Points
• Multi-stage Well Points
• Vacuum Well Points
• Shallow Well System

Now we will move on with our further discussion on "Deep Well System".

A deep well is about 30 to 60cm in diameter, bored to a depth of 15 to 30m. It is provided with a casing which is perforated one in the previous zones penetrated. Coarse filter material is placed in the annular space between the casing and the walls of the hole. The spacing of deep wells varies between 10 to 30m, depending upon the area to be dewatered and the location of the water table.

A submersible pump is placed inside the casing near the bottom. The pump is driven by a motor mounted on the top of the casing through a vertical shaft. However, if the motor is submersible, it can be directly attached to the pump.

As the pump is  placed at the bottom, there is no restriction on the height to which the water can be lifted, unlike a shallow well system.

Deep wells are located on the outer periphery of the area to be excavated. A row of well point is also installed at the tow of side slopes is also installed at the toe of side slopes of the deep excavation ti intercept seepage between the deep wells and to prevent sloughing of the slopes near the toe.

As in the case of well point systems, pumping once started must be continued until the entire excavation work is completed. If the pumping is stopped in between, there would be a rapid development of hydrostatic and seepage pressure in the excavation, which may prove to be disastrous.

We will discuss "Horizontal Wells" in our succeeding article.