Construction: Driven and Jetted

A. Introduction

The driven and jetted sinking methods are different from the others in that they can sink the entire casing and well screen into the ground at the same time that the hole is being excavated They are used primarily to sink the casing and well screen into final position in holes that have already been sunk down to the water table where the aquifer is composed of loose, caving soil. They can also be used to sink wells from the ground surface, although the conditions which would allow them to be used economically are very specific and relatively uncommon.

B. Driven

1. The method

Techniques used in the sinking of driven wells are most commonly used not to drive well points and casing from the ground surface as the method describes but to drive casings down into place and well points and attached casing in from the top of the aquifer. It is a method that is used primarily along with and as a part of other methods.


FIG. 14-1. CONTINUOUS SLOT DRIVE POINT

This is a single piece of wire wrapped around and welded to a supporting frame attached to a steel point at one end and to the connecting pipe at the other. A cross-section of a bamboo variation of this type of screen is shown in Figure 15-4.

Make use of these various techniques when caving conditions prohibit the excavation of the complete hole for later casing.

This well sinking method is most effectively used in conjunction with hand augering where the aquifer is loose sand or gravel and the soil above it is non-caving. Hand-augering is more effective and faster in non-caving formations through which it would be difficult to drive a well point. Driving is then used in the lower water-bearing formation which will not support a handaugered hole.

2. Advantages and Disadvantages

These wells are easily driven, pulled out and put down elsewhere. In time and money expended to reach water, driven wells may be cheapest.

The limitations of a driven well include the following:

3. Equipment

The following equipment is required for constructing driven wells:


FIG. 14-3. BRASS-JACKED DRIVE POINT

A steel point attached to a pipe with holes in it, wrapped with a brass mesh preventing small soil particles from entering with the water.


FIG. 14-3. PIPE COUPLINGS


FIG. 14-4. DRIVE CAPS ON TOOL STRINGS

4. Tools

Here are the major tools that are needed:

5. Driving Methods and Equipment

Following are five different methods and the equipment that can be used to drive wells.


FIG. 14-5. SLEDGE HAMMER USED TO DRIVE WELL


FIG. 14-6. WEIGHTED DRIVER


FIG. 14-7. STEEL DRIVING BAR ARRANGEMENT

(a) drive point can be driven down through the casing by a heavy weight which is lifted and dropped onto a reinforced head attached to the top of the drive point. The reinforced head shown here also has two sealing rings to seal it to the casing.

(b) This drive point is driven into place by a long heavy bar which, when dropped, strikes the back side of the steel point on the drive point. A special packing must then be wedged into place to seal the drive point to the casing.

a. The driving weight can have a-bar extending down from it which slides through a hole in the drive cap. (See Fig. 14-8a.)

b. The driving weight can slide up and down the metal pipe to strike a set of drive clamps attached to pipe. (See Fig. 14-8b.)


FIG. 14-8. HEAVY DRIVING WEIGHTS

6. The Sinking Process: From the Water Table

Here is a detailed description of the sinking process where a hole has already been sunk to the top of an aquifer from which it is desirable to draw water:

7. The Sinking Process From the Ground Surface

Driving the entire well from the ground surface is most commonly used for extracting water from sands, especially those underlying beds of intermittent streams, and making use of the natural filtering properties of sandy beds of perennial rivers. Here is a detailed description of the major activities involved in sinking from the ground surface:

- Remove the drive cap and screw a coupling in its place. Install a drive cap on top of the new pipe section. Screw the new pipe section into the coupling on top of the pipe set in ground. (See Fig. 14-9.)

- Where drive clamps are being used instead of a drive cap, a slightly different procedure is followed. To begin driving place clamps no more than 50 cm above ground on pipe (or at the bottom of a pipe section if the well screen sticks above the ground more than 50 cm). It is easier to keep the pipes plumb if the point of impact is closer to the ground surface. When the screen and pipe have been driven down to a point where the drive clamps almost touch the ground surface, move the clamps up 30 to SO cm. Reset them on the pipe and drive them down again. As more and more pipe is driven into the ground and the danger of driving the pipe string out of plumb decreases, the clamps can be moved. When the driving weight can no longer be raised far enough to provide sufficient striking force to drive the pipe string, a new length of pipe will need to be added. Screw a coupling onto the top of the pipe being driven and screw a new section of pipe into the top of the coupling. Make sure the weight can be raised above the coupling before the coupling is screwed on the pipe. You may want to slip new pipe through the driving weight before attaching it to the coupling.


FIG. 14-9. INSTALLING NEW PIPE SECTION


RELATION OF DRIVING TO SOIL CONDITIONS


FIG. 14-10. LEVER PIPE UP


FIG. 14-11. JACK PIPE UP

C. Jetted

1. The method

Jetted wells are sunk through the action of a fluid under pressure directed to the bottom of the hole to loosen soil particles and carry them to the surface.

Variations of this technique have been used in many different wells construction situations. A major use is to wash the casing into a loose or slightly caving formation by pumping water down through the casing and out the open bottom of the casing or well screen. Wells continue to be jetted from the ground surface only in areas where rock is not likely to be found and the larger drilling equipment is not available or too expensive.

In jetted techniques, drilling fluid is pumped down through the hollow drill rod and out through a hole in the jetting bit. (See Fig. 11-2g.) The faster and more powerful the spray, the better cutting action it will have. After the fluid has been directed at the bottom of the hole, it flows back up the hole carrying with it the soil that has loosened from the bottom of the hole. Once the fluid reaches the top of the hole, it is channeled through a small ditch into a large settling pit. The fluid stands in the settling pit long enough to allow drill cuttings to settle out of the fluid, before it is pumped back down the drill rod.

The volume of the settling pit should be at least three times the volume of the hole being drilled. It should be relatively shallow (0.7-1.0 meter is usually sufficient) and about twice as long in the direction of flow as it is wide and deep. For example: a settling pit two meters long, one meter wide and one meter deep could be used when drilling a 10 cm diameter well 85 meters deep.

The drilling fluid is usually a mixture of clay and water. The clay is needed to make a fluid of such consistency that it will tend to reinforce the hole walls by forming a kind of "mud cake" along them. Fluid with too much clay and accumulated drill cuttings will be thick and difficult to pump. The thickness of the fluid may need to be adjusted during drilling by adding more water and/or removing some of the accumulated cuttings from the settling pit. Water alone will often act effectively as a drilling fluid, especially as it thickens after accumulating some of the finer drill cuttings.

2. Advantages and Disadvantages

Here are the major advantages of using this technique:

The major disadvantages are:

3. Equipment


FIG. 14-12. JETTING BITS

4. Sinking Process


FIG. 14-13. JETTING EQUIPMENT