STANDARD STATIC VALUES

IMPREGLINER STANDARD STATIC VALUES GL16

REQUIRED WALL THICKNESS, CIRCULAR PROFILES GL16 (HPC II)

GW above sole / Nominal Diameter 150 200 225 250 300 350 400 450 500 600 700 800 900
1,5 m 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,1 3,6 4,2 4,7
2,0 m 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,4 4,0 4,5 5,1
2,5 m 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,6 4,2 4,8 5,4
3,0 m 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,2 3,9 4,5 5,1 5,7
3,5 m 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,1 3,4 4,1 4,7 5,4 6,1
4,0 m 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,2 3,6 4,3 5,0 5,7 6,4
4,5 m 3,0 3,0 3,0 3,0 3,0 3,0 3,0 3,4 3,7 4,5 5,2 6,0 6,7
5,0 m 3,0 3,0 3,0 3,0 3,0 3,0 3,1 3,5 3,9 4,7 5,4 6,2 7,0
GW above sole / Nominal Diameter 1000 1100 1200 1300 1400 1500 1600
1,5 m 5,2 5,7 6,2 6,7 7,2 7,9 8,6
2,0 m 5,6 6,2 6,7 7,3 7,9 8,4 9,0
2,5 m 6,0 6,6 7,2 7,8 8,4 9,0 9,6
3,0 m 6,4 7,0 7,6 8,3 8,9 9,5 10,2
3,5 m 6,8 7,4 8,1 8,8 9,4 10,1 10,8
4,0 m 7,1 7,8 8,5 9,2 9,9 10,6 11,3
4,5 m 7,4 8,2 8,9 9,6 10,4 11,1 11,9
5,0 m 7,7 8,5 9,3 10,0 10,8 11,6 12,3

REQUIRED WALL THICKNESS, EGG-SHAPED PROFILES GL16 (HPC II)

Ground water above sole / nominal diameter 200/
300
250/
375
300
/450
350/
525
400/
600
500/
750
600/
900
700/
1050
800/
1200
900/
1350
1000/
1500
1200/
1800
1,5 m 3,0 3,0 3,1 3,6 4,1 5,0 5,9 6,8 7,7 8,4 9,5 12,1
2,0 m 3,0 3,0 3,4 4,0 4,5 5,6 6,6 7,7 8,7 9,6 10,6 12,4
2,5 m 3,0 3,1 3,7 4,3 4,9 6,1 7,2 8,3 9,5 10,6 11,7 13,7
3,0 m 3,0 3,3 4,0 4,6 5,3 6,5 7,7 9,0 10,2 11,4 12,6 14,9
3,5 m 3,0 3,5 4,2 4,9 5,6 6,9 8,2 9,5 10,8 12,1 13,3 15,9
4,0 m 3,0 3,7 4,4 5,1 5,8 7,2 8,6 10,0 11,4 12,7 14,0 16,7
4,5 m 3,1 3,8 4,6 5,3 6,1 7,5 9,1 10,4 12,0 13,4 14,7 17,5
5,0 m 3,2 4,0 4,8 5,5 6,4 7,9 9,4 10,9 12,4 13,8 15,4 18,2

Long-term E-modulus EL = 13.000 N/mm2
Long-term bending tensile strength σfB = 204 N/mm2
Long-term pressure resistance σD = 170 N/mm2


IMPREGLINER STANDARD STATIC VALUES GL01

REQUIRED WALL THICKNESS, CIRCULAR PROFILES GL01 (HPC II)

» Intro circular profiles PDF » Annex circular profiles PDF

Ground water above sole / nominal diameter 150 200 250 300 350 400 450 500 600 700 800 900 1000 1100 1200
1.5 m 3.0 3.0 3.0 3.0 3.0 3.0 3.1 3.3 4.1 4.7 5.2 5.8 6.4 7.1 7.9
2.0 m 3.0 3.0 3.0 3.0 3.0 3.0 3.2 3.6 4.3 5.2 5.7 6.4 7.1 7.8 8.5
2.5 m 3.0 3.0 3.0 3.0 3.0 3.1 3.4 3.8 4.7 5.6 6.1 6.9 7.7 8.5 9.2
3.0 m 3.0 3.0 3.0 3.0 3.0 3.3 3.7 4.1 4.9 5.8 6.8 7.4 8.2 9.1 9.8
3.5 m 3.0 3.0 3.0 3.0 3.0 3.4 3.8 4.3 5.1 5.9 6.8 7.8 8.5 9.8 10.3
4.0 m 3.0 3.0 3.0 3.0 3.1 3.6 4.0 4.4 5.3 6.2 7.1 8.0 9.0 9.9 10.8
4.5 m 3.0 3.0 3.0 3.0 3.2 3.7 4.2 4.6 5.5 6.4 7.4 8.3 9.4 10.3 11.2
5.0 m 3.0 3.0 3.0 3.0 3.4 3.8 4.3 4.8 5.7 6.8 7.6 8.6 9.5 10.5 11.7

REQUIRED WALL THICKNESS, EGG-SHAPED PROFILES GL01 (HPC II)

» Intro egg-shaped profiles PDF » Annex egg-shaped profiles PDF

Ground water above sole / nominal diameter 200/300 250/375 300/450 350/525 400/600 500/750 600/900 700/1050
1.5 m 3.0 3.2 3.8 4.4 5.0 6.1 7.2 8.3
2.0 m 3.0 3.5 4.2 4.9 5.5 6.8 8.1 9.3
2.5 m 3.1 3.8 4.5 5.3 6.0 7.4 8.8 10.2
3.0 m 3.3 4.1 4.9 5.6 6.4 7.9 9.5 10.9
3.5 m 3.5 4.3 5.1 6.0 6.8 8.4 10.0 11.6
4.0 m 3.6 4.5 5.4 6.2 7.1 8.8 10.5 12.2
4.5 m 3.8 4.7 5.6 6.5 7.4 9.2 11.0 12.8
5.0 m 3.9 4.9 5.8 6.7 7.7 9.6 11.4 13.3

Long-term elastic modulus ΕL = 7,000 N/mm2
Long-term bending strength σfB = 110 N/mm2
Long-term compression strength σD = 110 N/mm2
Density of the liner γL = 16 KN/m3


IMPREGLINER STANDARD STATIC VALUES GL13

REQUIRED WALL THICKNESS, CIRCULAR PROFILES GL13 (HPC II)

Ground water above sole / nominal diameter 400 450 500 600 700 800 900 1000 1100 1200 1300 1400 1500
1.5 m 3.0 3.0 3.0 3.1 3.6 4.0 4.5 5.0 5.5 6.0 6.6 7.0 7.5
2.0 m 3.0 3.0 3.0 3.4 4.0 4.5 5.0 5.6 6.1 6.7 7.2 7.8 8.3
2.5 m 3.0 3.0 3.0 3.7 4.3 4.9 5.5 6.0 6.7 7.2 7.8 8.4 9.0
3.0 m 3.0 3.0 3.2 3.9 4.6 5.2 5.8 6.4 7.1 7.7 8.3 8.9 9.5
3.5 m 3.0 3.0 3.4 4.0 4.7 5.4 6.1 6.7 7.4 8.1 8.9 9.5 10.1
4.0 m 3.0 3.2 3.5 4.2 4.9 5.6 6.3 7.1 7.8 8.4 9.1 10.0 10.7
4.5 m 3.0 3.3 3.7 4.4 5.1 5.8 6.5 7.3 8.0 8.7 9.5 10.3 11.0
5.0 m 3.0 3.4 3.8 4.5 5.3 6.0 6.8 7.5 8.3 9.0 9.9 10.7 11.4

REQUIRED WALL THICKNESS, EGG-SHAPED PROFILES GL13 (HPC II)

Ground water above sole / nominal diameter 300/450 350/525 400/600 500/750 600/900 700/1050 800/1200 900/1350 1000/1500
1.5 m 3.0 3.3 3.9 4.8 5.7 6.5 7.3 8.1 9.0
2.0 m 3.3 3.8 4.4 5.4 6.4 7.4 8.3 9.2 10.2
2.5 m 3.6 4.2 4.7 5.9 7.0 8.0 9.1 10.1 11.2
3.0 m 3.8 4.4 5.0 6.3 7.5 8.6 9.8 10.9 12.1
3.5 m 4.0 4.7 5.3 6.6 7.9 9.1 10.4 11.6 12.9
4.0 m 4.2 4.9 5.6 6.9 8.3 9.6 10.9 12.2 13.6
4.5 m 4.4 5.1 5.8 7.2 8.6 10.0 11.4 12.8 14.2
5.0 m 4.6 5.3 6.0 7.5 9.0 10.4 11.9 13.3 14.8

Long-term elastic modulus ΕL = 14,500 N/mm2
Long-term bending strength σfB = 185 N/mm2
Long-term compression strength σD = 185 N/mm2
Density of the liner γL = 16 KN/m3