It is important that certain procedures be followed to ensure a clean, reliable, productive Borehole in any location in Zimbabwe.
Scientific methods have been developed for locating boreholes where they will penetrate into zones of fractured rock buried beneath the soil surface. Borehole located on a fractured rock zone will produce much larger quantities of water than boreholes drilled into zones where the rock is not fractured. Finding the fractured rock zones, or better yet, finding the intersection of two fractured rock zones can be a time consuming and expensive procedure.
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| Before You Drill A Borehole In Zimbabwe - Read This! |
In addition to the siting considerations discussed above which pertain to finding adequate water, boreholes should be located at least 15 to 20 metres from sewers and septic tanks; at least 30 metres from pastures, on-lot sewage system absorption fields, cesspools and barnyards; and at least 10 metres from a silo. Areas, where groundwater comes to within 3 metres of the soil surface, should also be avoided.
2. Borehole Drilling and Casing: Drilling a borehole is more than boring a hole into the earth. A finished borehole will consist of a borehole cut into the aquifer at a diameter large enough to accept the borehole casing which will receive the pump. The borehole itself can be drilled using any one of several types of drill rigs including impact, rotary, or various combinations.
Development is accomplished by surge pumping, bailing or any operation which will force water through the development zone at high velocities. Developing a borehole is the responsibility of the borehole driller. Properly developed boreholes will yield more water than poorly developed boreholes.
With the borehole in place, the question remains "How much water can be pumped from the borehole on a sustained basis?" The sustained pump rate is determined by the aquifer rocks ability to move water toward the borehole under the influence of gravity while the borehole is being pumped. To determine the sustained pumping capacity of a borehole a pump test must be performed on the borehole. The pump test should be completed by the borehole drilling contractor as part of the contract to drill the borehole. The desire for a pump test must be made clear to the driller before drilling begins since some drillers are not able to do pump testing. Be sure to use a driller who can complete the work including a pump test.
Several types of pump tests have been developed, but all are designed to establish the long term equilibrium rate at which water will flow towards and enter the borehole. The simplest, most straightforward pump test is to place a pump in the borehole, after the development phase is complete, and pump water from the borehole at a constant rate. The discharged water must be dumped some distance from the borehole so it can not recirculate back into the borehole during the pump test.
Figure 2 is a schematic of the water levels within the geologic structure while a pump is drawing water from a borehole. The cone of depression is produced when water is removed from the borehole by the pump, causing the water level in the borehole to drop. This drop in the borehole water level means the water surrounding the borehole is at a higher elevation and the gravitational water in the rock begins to flow into the borehole. As this continues, the distance between the original water table and the water level in the borehole, or drawdown, increases forming a large cone of depression. At some point, the drawdown reaches a point of equilibrium, where the water flows to the borehole at the same rate as it is being pumped from the borehole. This equilibrium usually occurs after 24 to 48 hours of continuous pumping at a constant flow rate.
The capacity of a borehole can be estimated by first determining the specific capacity of the borehole. Specific capacity Sc of a borehole is the pump rate, Q in gallons per minute during the pump test, divided by the drawdown, s (in feet) after 24 hours or at equilibrium. In other words, the specific capacity is the flow rate per foot of drawdown.
Sc = Q(gpm)/s(ft)
Knowing the depth of the borehole and where the permanent pump will be placed, the maximum permissible depth to water in the borehole can be taken to be 3 metres above the permanent pump intake location. The difference in elevation between the original water table and the maximum permissible depth to water is the maximum drawdown, Smax. The maximum sustainable discharge for the borehole is then the specific capacity times the maximum drawdown.
Qmax = Sc (Smax)
After the pump test is completed, you will have developed knowledge about how much water the 10 feet can be expected to produce. You are now ready to proceed with your irrigation design.
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