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| Discharge in Liters/minute | Calculated Weight (Plain end) | |
| Minimum | Recommended | |
| Up to 475 | 100 | 100 |
| 475-1125 | 150 | 150 |
| 1300-3000 | 200 | 250 |
| 3000-5250 | 250 | 300 |
| 5250-9500 | 300 | 350 |
| 9500-13300 | 350 | 400 |
| 13300-19000 | 400 | 450 |
| 19000-26500 | 450 | 500 |
| 26500-34000 | 500 | 550 |
SELECTION OFF SCREEN DIAMETERS
The designed yield of a tubewell is 150m²/h (1.5 Cusecs) and a screen having 20% open area is proposed to be used in a length of 20m to tap an acquifer of 25m thick. Diameter, of the screen is to be worked out.
As Q = A x V
Where Q = discharge in m²/s, A = effective open area of the screen
V = entrance velocity in m/s (to be ltd. to 0.03 m/s)
Therfore, A = 150/3600 x 1/0.03 = 1.39m²
Taking effective area as 50% of that provided, in order to taking into account the reduction of the effective area of the screen opening with time due to incrustation rearrangement of the acquifer particles around the screen and coverage by gravel, etc.
The required open area = 2 x 1.39 = 2.78m²
Grains size curves of a typical aquifer materials covering sand are shown in figure :
Very Fine Sand Fine sand Medium Sand Coarse Sand very Coarse Sand Gravel
All Dimensions are in Millimeters
Open area of pipes =x d x l x open area
Where d = dia of pipe, l = length of pipe
Therfore, d = 2.78/x 20 x 20 = 0.22m or 220mm
The required sceen dia works out 220mm.
SELECTION OF SLOT SIZE
Acquifer Material Classification - The acqifer material may be classified into various categories according to the following ranges of the particle size:
Fine Gravel
Coarse sand
Medium sand
Fine Sand
Silt
Clay- above 2.0 mm
0.5 - 2.0 mm
0.25 - 0.5 mm
0.05 - 0.25 mm
0.002 - 0.06 mm
below 0.000 mm
Typical Slot Pattern ALL DIMENSIONS ARE IN MILLIMETERS
Developed view of a typical well screen plan slotted type
ALL DIMENSIONS ARE IN MILLIMETERS
Slotting Arrangements
| Nominal Bore of Pipe | Outside Diameter of pipe | Thickness of pipe | Mass of plain tube | Socket outside diameter | Overall length of socket, min |
| 100 | 114.3 | 5.4 | 14.5 | 130.0 | 114.3 |
| 125 | 141.3 | 5.4 | 18.1 | 157.0 | 120.6 |
| 7.1 | 23.5 | ||||
| 150 | 168.3 | 5.4 | 21.6 | 154.0 | 127.0 |
| 7.1 | 28.2 | ||||
| 175 | 193.7 | 6.4 | 29.6 | 211.6 | 152.4 |
| 8.0 | 36.6 | ||||
| 200 | 219.1 | 6.4 | 33.6 | 237.0 | 152.4 |
| 8.0 | 41.6 | ||||
| 225 | 244.5 | 7.1 | 41.6 | 262.5 | 165.1 |
| 9.0 | 52.3 | ||||
| 250 | 273.1 | 8.0 | 52.3 | 291.0 | 177.8 |
| 10.0 | 64.9 | ||||
| 300 | 323.9 | 8.0 | 62.3 | 346.0 | 177.8 |
| 10.0 | 77.4 | ||||
| The values have been calculated on the basis of the formula: W=0.024 66 x (D-t) t kg/metre. Where D = outside diameter in mm, and T= thickness in mm. | |||||
| Nominal bore of pipe | Outside diameter of pipe | Thickness of pipe | Mass of plain tube |
| (mm) | (mm) | (mm) | (kg/m) |
| 100 | 114.3 | 5.0 | 13.48 |
| 125 | 141.3 | 5.0 | 16.80 |
| 150 | 168.3 | 5.0 | 20.13 |
| 175 | 193.7 | 5.4 | 25.10 |
| 200 | 219.1 | 5.4 | 28.46 |
| 225 | 244.5 | 6.0 | 35.29 |
| 250 | 273.0 | 7.1 | 46.57 |
| 300 | 323.9 | 7.1 | 55.47 |
| 350 | 355.6 | 8.0 | 68.57 |
| 350 | 355.6 | 10.0 | 85.22 |
| 400 | 406.4 | 10.0 | 78.60 |
| 400 | 406.4 | 10.0 | 97.75 |
| 450 | 457.2 | 10.0 | 110.28 |
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