HDPE Pipes for Sewerage(IS:14333:1996)
HDPE Pipes for Sewerage(IS:14333:1996)
The Strong, Reliable, Cost-Effective Solution For Drainage
It is a fact: the next century of storm water technology and solutions is not written in concrete.
Over the past several years the specification and use of HDPE corrugated pipe for storm water& drainage has increased dramatically based on factors such as the pipe's strength, durability, joint integrity and long-term cost-effectiveness.
Results show that forward-thinking municipalities are realizing the future of the storm water management relies on the best technology. HDPE pipe is manufactured from the highest quality materials and is the most technologically advanced product available to move storm water and wastewater.
HDPE pipe is the proven, reliable, cost-effective and safe solution for your long-term drainage needs.
HDPE corrugated pipe is a flexible pipe system that performs well in both high cover and low cover applications. Its unique ability to support and distribute live and dead load enables it to meet almost every installation condition.
Silt tight and water tight joints mean that what's inside the pipe stays inside the pipe, and what's outside stays outside. This ensures that communities, citizens, ground water supplies and wildlife safer and more secure in their environment.
High-density polyethylene is one of the most chemically inert plastics and therefore is extremely chemical and corrosion resistant.
HDPE is very resistant to abrasion. These two characteristics give corrugated polyethylene pipe a significant long-term advantage over concrete and metal pipe.
Amendment No. 1 to IS 14333 : 1996
VERTX Wall thickness of Pipes for pressure ratings of IS:14333-1996
Nominal Wall Thickness of Pipes for Pressure Rating of Dia |
||||||||||||||
PN - 2.5 |
PN - 4 |
PN – 6 |
PN – 8 |
PN – 10 |
PN – 12.5 |
PN - 16 |
||||||||
DN |
Min |
Max |
Min |
Max |
Min |
Max |
Min |
Max |
Min |
Max |
Min |
Max |
Min |
Max |
63 |
- |
- |
4.0 |
4.6 |
5.8 |
6.6 |
7.5 |
8.5 |
9.0 |
10.1 |
10.9 |
12.2 |
13.3 |
14.9 |
75 |
3.0 |
3.5 |
4.7 |
5.4 |
6.9 |
7.8 |
8.9 |
10.0 |
10.8 |
12.1 |
13.0 |
14.5 |
15.8 |
17.6 |
90 |
3.6 |
4.2 |
5.7 |
6.5 |
8.2 |
9.3 |
10.6 |
11.9 |
12.9 |
14.4 |
15.6 |
17.4 |
19.0 |
21.1 |
110 |
4.4 |
5.1 |
6.9 |
7.8 |
10.0 |
11.2 |
13.0 |
14.5 |
15.8 |
17.6 |
19.0 |
21.1 |
23.2 |
25.8 |
125 |
5.0 |
5.7 |
7.9 |
8.9 |
11.4 |
12.8 |
14.8 |
16.5 |
17.9 |
19.9 |
21.6 |
24.0 |
26.4 |
29.3 |
140 |
5.6 |
6.4 |
8.8 |
9.9 |
12.8 |
14.3 |
16.5 |
18.4 |
20.0 |
22.2 |
24.2 |
26.9 |
29.5 |
32.7 |
160 |
6.4 |
7.3 |
10.0 |
11.2 |
14.6 |
16.3 |
18.9 |
21.0 |
22.9 |
25.4 |
27.6 |
30.6 |
33.7 |
37.3 |
180 |
7.2 |
8.2 |
11.3 |
12.7 |
16.4 |
18.3 |
21.2 |
23.6 |
25.8 |
28.6 |
31.1 |
34.5 |
37.9 |
41.9 |
200 |
8.0 |
9.0 |
12.5 |
14.0 |
18.2 |
20.3 |
23.6 |
26.2 |
28.6 |
34.7 |
34.5 |
38.2 |
42.2 |
46.7 |
225 |
9.0 |
10.1 |
14.1 |
15.8 |
20.5 |
22.8 |
26.5 |
29.4 |
32.2 |
35.7 |
38.8 |
42.9 |
47.4 |
52.4 |
250 |
10.0 |
11.2 |
15.7 |
17.5 |
22.8 |
25.3 |
29.5 |
32.7 |
35.8 |
39.6 |
43.2 |
47.8 |
52.7 |
58.2 |
280 |
11.2 |
12.6 |
17.5 |
19.5 |
25.5 |
28.3 |
33.0 |
36.5 |
40.0 |
44.2 |
48.3 |
53.4 |
- |
- |
315 |
12.6 |
14.1 |
19.7 |
21.9 |
28.7 |
31.8 |
37.1 |
41.1 |
45.0 |
49.7 |
54.4 |
60.1 |
- |
- |
Amendment No. 1 to IS 14333 : 1996
VERTX Table 3 Wall Thickness of Pipes for Material Grade PE 80 ( Clause 6.2 )
Nominal Wall Thickness of Pipes for Pressure Rating of Dia |
||||||||||||||
PN - 2.5 |
PN - 4 |
PN – 6 |
PN – 8 |
PN – 10 |
PN – 12.5 |
PN - 16 |
||||||||
DN |
Min |
Max |
Min |
Max |
Min |
Max |
Min |
Max |
Min |
Max |
Min |
Max |
Min |
Max |
63 |
- |
- |
3.0 |
3.5 |
4.4 |
5.1 |
5.8 |
6.6 |
7.0 |
7.9 |
8.6 |
9.7 |
10.5 |
11.8 |
75 |
2.3 |
2.8 |
3.6 |
4.2 |
5.3 |
6.1 |
6.9 |
7.8 |
8.4 |
9.5 |
10.2 |
11.5 |
12.5 |
14.0 |
90 |
2.8 |
3.3 |
4.3 |
5.0 |
6.3 |
7.2 |
8.2 |
9.3 |
10.0 |
11.2 |
12.2 |
13.7 |
15.0 |
16.7 |
110 |
3.4 |
4.0 |
5.3 |
6.1 |
7.7 |
8.7 |
10.0 |
11.2 |
12.3 |
13.8 |
14.9 |
16.6 |
18.4 |
20.5 |
125 |
3.8 |
4.4 |
6.0 |
6.8 |
8.8 |
9.9 |
11.4 |
12.8 |
13.9 |
15.5 |
16.9 |
18.8 |
20.9 |
23.2 |
140 |
4.3 |
5.0 |
6.7 |
7.6 |
9.8 |
11.0 |
12.8 |
14.3 |
15.6 |
17.4 |
19.0 |
21.1 |
23.4 |
26.0 |
160 |
4.9 |
5.6 |
7.7 |
8.7 |
11.2 |
12.6 |
14.6 |
16.3 |
17.8 |
19.8 |
21.7 |
24.1 |
26.7 |
29.6 |
180 |
5.5 |
6.3 |
8.6 |
9.7 |
12.6 |
14.1 |
16.4 |
18.3 |
20.0 |
22.2 |
24.4 |
27.1 |
30.0 |
33.2 |
200 |
6.1 |
7.0 |
9.6 |
10.8 |
14.0 |
15.6 |
18.2 |
20.3 |
22.3 |
24.8 |
27.1 |
30.1 |
33.4 |
37.0 |
225 |
6.9 |
7.8 |
10.8 |
12.1 |
15.7 |
17.5 |
20.5 |
22.8 |
25.0 |
27.7 |
30.5 |
33.8 |
37.5 |
41.5 |
250 |
7.6 |
8.6 |
12.0 |
13.4 |
17.5 |
19.5 |
22.8 |
25.3 |
27.8 |
30.8 |
33.8 |
37.4 |
41.7 |
46.1 |
280 |
8.5 |
9.6 |
13.4 |
15.0 |
19.6 |
21.8 |
25.5 |
28.3 |
31.2 |
34.6 |
37.9 |
41.9 |
46.7 |
51.6 |
315 |
9.6 |
10.8 |
15.0 |
16.7 |
22.0 |
24.4 |
28.7 |
31.8 |
35.0 |
38.7 |
42.6 |
47.1 |
52.5 |
58.0 |
Amendment No. 1 to IS 14333 : 1996
VERTX Table 3 Wall Thickness of Pipes for Material Grade PE 100 ( Clause 6.2 )
Nominal Wall Thickness of Pipes for Pressure Rating of dia. |
||||||||||
PN – 6 |
PN -8 |
PN – 10 |
PN – 12.5 |
PN - 16 |
||||||
DN |
Min |
Max |
Min |
Max |
Min |
Max |
Min |
Max |
Min |
Max |
63 |
3.6 |
4.2 |
4.7 |
5.4 |
5.8 |
6.6 |
7.0 |
7.9 |
8.7 |
9.8 |
75 |
4.3 |
5.0 |
5.6 |
6.4 |
6.9 |
7.8 |
8.4 |
9.5 |
10.4 |
11.7 |
90 |
5.1 |
5.9 |
6.7 |
7.6 |
8.2 |
6.3 |
10.0 |
11.2 |
12.5 |
14.0 |
110 |
6.3 |
7.2 |
8.2 |
9.3 |
10.0 |
11.2 |
12.3 |
13.8 |
15.2 |
17.0 |
125 |
7.1 |
8.1 |
9.3 |
10.5 |
11.4 |
12.8 |
13.9 |
15.5 |
17.3 |
19.3 |
140 |
8.0 |
9.0 |
10.4 |
11.7 |
12.8 |
14.3 |
15.6 |
17.4 |
19.4 |
21.6 |
160 |
9.1 |
10.3 |
11.9 |
13.3 |
14.6 |
16.3 |
17.8 |
19.8 |
22.1 |
24.6 |
180 |
10.2 |
11.5 |
13.4 |
15.0 |
16.4 |
18.3 |
20.0 |
22.2 |
24.9 |
27.6 |
200 |
11.4 |
12.8 |
14.9 |
16.6 |
18.2 |
20.3 |
22.3 |
24.8 |
27.6 |
30.6 |
225 |
12.8 |
14.3 |
16.7 |
18.6 |
20.5 |
22.8 |
25.0 |
27.7 |
31.1 |
34.5 |
250 |
14.2 |
15.9 |
18.6 |
20.7 |
22.8 |
25.3 |
27.8 |
30.8 |
34.5 |
38.2 |
280 |
15.9 |
17.7 |
20.8 |
23.1 |
25.2 |
28.3 |
31.2 |
34.6 |
38.7 |
42.8 |
315 |
17.9 |
19.9 |
23.4 |
26.0 |
28.7 |
31.8 |
35.0 |
38.7 |
43.5 |
48.1 |