

| SLOTTED
PIPES, CASING PIPES AND SCREENS |
| 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)
Therefore, 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.
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 |
The required open area = 2 x
1.39 = 2.78m²
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 |
- above
2.0 mm |
| Coarse
Sand |
0.5 - 2.0
mm |
| Medium
Sand |
0.25 - 0.5
mm |
| Fine Sand
|
0.05 -
0.25 mm |
| Silt |
0.002 -
0.06 mm |
| Clay |
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 |
All dimensions
are in millimetres
| 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.
All dimensions
are in millimetres
| Nominal
Bore of Pipe |
Outside
Diameter of Pipe |
Thickness
of Ppipe |
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 |