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- 1. Fiberglass in Desalination Market. Design & Key Aspects for Long Term Operation. Damià Gelpí. Industrial Manager
- 3. THE BEST PIPE FOR EVERY JOB, BY FAR Industry Potable Water Hydropower Sewage and Stormwater Rehabilitation with Non-Circular (NC) Pipes Irrigation and Raw Water Jacking Pipes Storage Tanks COMPLETE SOLUTIONS
- 4. WHO WE ARE 1,500 passionate employees worldwide
- 5. WHERE WE ARE A Global Network Flowtite technology licensees Hobas technology licensees Status: July 2019
- 7. • Continuous Filament Winding • Crossed Filament Winding • Centrifugal Casting • Hand Lay Up GRP Pipes Manufacturing Methods
- 8. Layer Manufacturing External Layer UV Resistant and External Corrosion Ext Structural Layer. Pressure, Vacuum, Span, Stifness In case of Sand filled pipes sand layer increase stifness Liner. Layer in contact with water or fluids. GRP Layers Fiberglass Internal Structural Layers
- 9. Flowtite Wall Build-Up The pipe wall is built as the pipe moves forward on the rotating mandrel, starting with the interior liner, and finishing with the exterior surface. Exterior Surface material Skin Hoop and chop Core Hoop, chop and sand Skin Hoop and chop Liner Chop glass Interior Surface material
- 11. WHO WE ARE Largest R&D laboratory for GRP pipes worldwide
- 12. Pipe Designs – GRP Pipe Standards Standard Purpose AWWA C950 Water supply AWWA M45 Design manual – ATV 127 ISO 10639 Water supply ISO 10647 Sewer and drainage EN 1796 Water supply EN 14364 Sewer and drainage ASTM D3262 Sewer ASTM D3517 Water supply ASTM D3574 Pressure sewer ISO 14692 Petroleum & Natural Gas Industry ASME B31.1 Power Piping ASME B33.3 Process Piping Assessment of Conformity: CEN TS14632
- 13. AMIANTIT TECHNOLOGY The Flowtite Accredited Pipe Testing Laboratory – the World’s Largest! Long-term pressure test (HDB) Long-term ring bending test (Sb) Long-term creep test, Long-term chemical resistance (Sc), Joint tests and qualification testing of fittings. Other laboratory tests Stiffness, tensile strength, impact, abrasion, buckling, loss on ignition, resin analysis, sand analysis, and glass analysis Flowtite’s Qualification Tests – Our Customer’s Reassurance
- 14. Flowtite’s Qualification Tests – Our Customer’s Reassurance Strain corrosion testing Flowtite pipes with extreme chemical resistance are the result of decades of continuous testing. TEST REPORT QMS doc. no.: 4.3.013t1 Report no.: Edition: 11 Page 1 of 7 T-2013-192 Report number T-2013-192 Classification free internal restricted X Author Grete Hansen Date 2015.03.12 Signed by Laboratory Supervisor Authorised by Manager, product development & support Project number DP1103 Abstract Determination of the resistance to chemical attack for the inside of a section in a deflected condition (strain corrosion) according to ISO 10952:2008 and ASTM D3681:12e1 has been conducted on samples produced on the Flowtite winder at Amiantit Fiberglass Industries Ltd., Dammam. The samples were tested at the Flowtite Technology laboratory in Sandefjord, Norway. The test started in September 2013. One of ten samples is still in test at the time of writing. This is a status report. Nine samples are used for extrapolating the 50 years values. The long-term strain after 50 years is extrapolated to be 0.9 % strain. The long-term deflection after 50 years is extrapolated to be 12.6 % deflection. Name and address of Customer: Amiantit Fiberglass Industries Ltd., Dammam 32234, Saudi Arabia distribution This report shall not be reproduced except in full, without written approval by the laboratory. The information contained in this document may reflect commonly used engineering practices, pre-existing industry information and/or may have been researched from multiple sources specifically to answer questions from the reader. Regardless, it shall in no event carry any warranty or an express or implied commitment on the part of the Flowtite supplier of products or of technical resources. Such supplier(s) can accept no liability with regard to the handling, installation or use of the product(s) concerned. The information provided must in all cases be employed in accordance with sound engineering practices and applicable laws and/or regulations. Flowtite Technology AS Østre Kullerød 3 3241 Sandefjord, Norway Title Determination of the resistance to chemical attack - Status Report Hydrostatic design basis - HDB The HDB testing verifies that the pipes will tolerate 1.8 times the pressure to which they are rated over their certified lifetime. TEST REPORT QMS doc. no.: 4.3.013t15NA Report no.: Edition: 2 Page 1 of 6 T-2014-209 Report number T-2014-209 Classification free internal restricted X Author Cato Carlsund Date 2015.04.24 Signed by Laboratory Supervisor Authorised by Manager, product development & support Project number SR 0903 Abstract Reduced long-term test for resistance to internal pressure according to CEN/TS 14632:2012 using ISO 7509:2000, ASTM D1598:2009 and EN 1447:2010, has been performed on pipes produced on the Flowtite winder at Amitech Carmales, Spain. The samples were tested at the Flowtite Technology laboratory in Sandefjord, Norway. The test started in October 2014. Two samples were tested. The failed data are above the lower bound average and individual lower bound lines. Name and address of Customer: Flowtite Technology AS, Østre Kullerød 3, 3241 Sandefjord, Norway distribution This report shall not be reproduced except in full, without written approval by the laboratory. The information contained in this document may reflect commonly used engineering practices, pre-existing industry information and/or may have been researched from multiple sources specifically to answer questions from the reader. Regardless, it shall in no event carry any warranty or an express or implied commitment on the part of the Flowtite supplier of products or of technical resources. Such supplier(s) can accept no liability with regard to the handling, installation or use of the product(s) concerned. The information provided must in all cases be employed in accordance with sound engineering practices and applicable laws and/or regulations. Flowtite Technology AS Østre Kullerød 3 3241 Sandefjord, Norway Title Reduced Long-Term Testing of DN600 PN10 SN5000FP 2.1 pipe for Resistance to Internal Pressure Long term ring bending Flowtite pipes are desigxned to tolerate loads from traffic, landfill and buildings. TEST REPORT QMS doc. no.: 4.3.013t15NA Report no.: Edition: 2 Page 1 of 6 T-2014-158 Report number T-2014-158 Classification free internal restricted X Author Grete Hansen Date 2015.03.11 Signed by Laboratory Supervisor Authorised by Manager, product development & support Project number SP1200 Abstract A test for determination of long term bending strain and ring deflection under wet condition using ISO 10471:2003 and ASTM 5365:12, has been performed on pipes produced on the Flowtite winder at RPC Pipe Systems in Lonsdale, Australia. The samples were tested at the Flowtite Technology laboratory in Sandefjord, Norway. The test started in September, 2014. Eleven samples were tested, one is still in test. The long-term deflection after 50 years is extrapolated to be 17.1 % deflection with eleven samples. All the data points are above the requirements in ISO 10639:2004. This is a status report. More samples will be tested. Name and address of Customer: RPC Pipe Systems, 11 Christie Road, Lonsdale SA 5160, Australia distribution This report shall not be reproduced except in full, without written approval by the laboratory. The information contained in this document may reflect commonly used engineering practices, pre-existing industry information and/or may have been researched from multiple sources specifically to answer questions from the reader. Regardless, it shall in no event carry any warranty or an express or implied commitment on the part of the Flowtite supplier of products or of technical resources. Such supplier(s) can accept no liability with regard to the handling, installation or use of the product(s) concerned. The information provided must in all cases be employed in accordance with sound engineering practices and applicable laws and/or regulations. Flowtite Technology AS Østre Kullerød 3 3241 Sandefjord, Norway Title Determination of long term bending strain and ring deflection under wet condition for RPC samples – Status Report
- 15. Flowtite’s Qualification Tests – Our Customer’s Reassurance Joint testing An extensive testing programme is carried out to verify couplings to remain sealed and behave consistently under severe conditions. Abrasion resistance Flowtite abrasion resistance has been evaluated using the Darmstadt Rocker method. Long-Term Stiffness The long-term stiffness of Flowtite pipes is considerably higher than most other plastic pipes. Creep tests according to ISO 10468, lasting more than 10.000 hours, have demonstrated a 50 years stiffness between 60 % and 75 % of the initial. TEST REPORT QMS doc. no.: 4.3.013t1 Report no.: Edition: 11 Page 1 of 4 T-2003-136 Report number T-2003-136 Classification free internal restricted X Author Guðmundur Pálsson Date 2015.06.12 Signed by Laboratory Supervisor Authorised by Manager, product development & support Project number Abstract FF2.0 butt-wrap joints have been tested under long term pressure loading condition to verify the performance. The tests have been conducted as a part of long term testing of Flowtite FB biaxial pipes. The 6 FF2.0 butt-wrap joints were tested at a pressure load corresponding to 2.0 to 2.6 times the allowable peak shear stress at pipe spigot end. None of the joints showed any sign of failure after exposure to the load for 3912 to 20806 hours. Name and address of Customer: Flowtite Technology AS, Østre Kullerød 3, 3241 Sandefjord, Norway distribution This report shall not be reproduced except in full, without written approval by the laboratory. The information contained in this document may reflect commonly used engineering practices, pre-existing industry information and/or may have been researched from multiple sources specifically to answer questions from the reader. Regardless, it shall in no event carry any warranty or an express or implied commitment on the part of the Flowtite supplier of products or of technical resources. Such supplier(s) can accept no liability with regard to the handling, installation or use of the product(s) concerned. The information provided must in all cases be employed in accordance with sound engineering practices and applicable laws and/or regulations. Flowtite Technology AS Østre Kullerød 3 3241 Sandefjord, Norway Title Long term Pressure Testing of FF2.0 Butt- Wrap Joints Click to edit Master title styles AMIANTIT TECHNOLOGY Darmstadt test result 100000 cycles Darmstadt corundum Click to edit Master title styles AMIANTIT TECHNOLOGY Volcanic sand 22 degree TEST REPORT QMS doc. no.: 5.10.004-1 Report no.: Edition: 1 Page 1 of 9 T-2015-134 Report number T-2015-134 Classification free internal restricted X Author Leif Richard Hotvedt Date 2016.08.31 Signed by Laboratory Supervisor Authorised by Manager, Product Development & Support Project number DP1405 Abstract Determination of long-term specific ring creep stiffness under wet conditions for DN600 PN10 SN5000 pipes produced in Germany, has been conducted according to ISO 10468:2003. The tests were conducted at the accredited Flowtite Laboratory in Sandefjord. Norway. The test started 2015.07.09 09:17 and 2015.07.09 09:21. The test results are as follows: Sample Initial stiffness Pa Stiffness at 50 year Pa Wet creep factor at 50 year 2014DE49-14 / WC1421527 A 6243 4000 0.64 2014DE49-14 / WC1421527 B 6135 4270 0.70 The long-term creep stiffness for sample 2014DE49-14 / WC1421527 A is 4000 Pa. The long-term creep stiffness for sample 2014DE49-14 / WC1421527 B is 4270 Pa. Declared average wet creep factor is 0.67. Name and address of Customer: Flowtite Technology AS, Østre Kullerød 3, 3241 Sandefjord, Norway distribution This report shall not be reproduced except in full. without written approval by the laboratory. The information contained in this document may reflect commonly used engineering practices. pre-existing industry information and/or may have been researched from multiple sources specifically to answer questions from the reader. Regardless. it shall in no event carry any warranty or an express or implied commitment on the part of the Flowtite supplier of products or of technical resources. Such supplier(s) can accept no liability with regard to the handling. installation or use of the product(s) concerned. The information provided must in all cases be employed in accordance with sound engineering practices and applicable laws and/or regulations. Flowtite Technology AS Østre Kullerød 3 3241 Sandefjord. Norway Determination of the long-term specific ring creep stiffness under wet conditions and calculation of the wet creep factor for DN600, PN10, SN5000
- 17. Long Time Pressure Design. Theory Design. Real Design Ulltimate weeping nominal Safety Factor P (bar) Design a Fiberglass Pipe is mandatory to use long term weeping stress capacity . For this reason it is much more complex than use safety factor of 6 over Ultimate strength for a short term design. Obtain maximum strength capacity before weeping it is necessary to test a lot of samples over 10.000 h and follow ASTM 2992. In fiberglass pipe design it is mandatory to ensure the composite (matrix + fiber) is capable to sustain the long elongation generated during the services over 50 years or more considering design requirements. This long term test ensure that only some resins should be used and homologated by the manufacturer to ensure the design result obtained in the test. Avoiding to buy resins or fiber in the spot market at low prices that finally results with problems on pipe after some years.
- 18. Design Example 150 Years In this graphic you will see different points where you can find weeping fails for different pressures at different time. This is the test procedure to ensure proper pipe design. It is very important to highlight how weeping is detected. Pipes are wrap with sensors and humidity detectors to check weeping point. It is the most accurate way to define weeping in fiberglass pipes. This is not defined by standards but is the best way to detect it. Manufacturer should proof this test by pictures and rapport results certified by lab. General Information
- 19. QMS doc. no.: 5.10.004-1 Report no.: Edition: 1 T-2012-149 Page 8 of 8 Figure 3 – Creep stiffness versus time, h – Sample WC1129570 P07 Figure 4 – Creep stiffness versus time, h – Sample WC1129570 P08 The long-term creep stiffness for sample WC1129570 P07 is 2845 Pa. The long-term creep stiffness for sample WC1129570 P08 is 3199 Pa. Declared average wet creep factor is 0.63. -------------------- END OF REPORT -------------------- Long Term Stiffness. Creep Factor TEST SET-UP Figure 1 shows the setup for the creep test. The rings were placed between beam bars with flat face, 50 mm wide. Position 1 of the pipe was on top. The water temperature was 23 ± 3 ºC, the pH value 7 ± 2. The samples were conditioned at room temperature for 24 h before testing commenced. The loading device is designed to apply and maintain a constant load on the test specimen. Figure 1 – Test set-up
- 20. Design Verification and Support Definition • Operational Case • Hydraulic Case • Nozzle Loads • Seismic Actions • Wind Actions • Pumps Vibrations • Connection with other materials
- 21. ISO 14692 Envelope. Limits & Considerations Technical note Figure 1 FlowtiteFB1.5 fg pipe. Failure envelope and idealized ISO 14692 failure envelopes The long-term strength properties of Flowtite FB1.5 fg pipes are summarized in Table 1. T 35°C MPa T=65°C MPa (Concervative estimates) Idealized 20 year hoop strength at (2:1) stress ratio h,LT,2:1 115.3 69.2 Idealized 20 year axial strength at (2:1) stress ratio a,LT,2:1 57.7 34.6 Idealized 20 year axial strength at (0:1) stress ratio a,LT,0:1 57.7 34.6 Idealized 50 year hoop strength at (2:1) stress ratio h,LT,2:1 109.4 65.6 Idealized 50 year axial strength at (2:1) stress ratio a,LT,2:1 54.7 32.8 Idealized 50 year axial strength at (0:1) stress ratio a,LT,0:1 54.7 32.8 Idealized 100 year hoop strength at (2:1) stress ratio h,LT,2:1 105.2 63.1 Idealized 100 year axial strength at (2:1) stress ratio a,LT,2:1 52.6 31.6 Idealized 100 year axial strength at (0:1) stress ratio a,LT,0:1 52.6 31.6 Table 1 Flowtite FB1.5 fg pipes. Long-term strength based on structural wall thickness FB1.5 fg short- term envelope Idealized short- term envelope Idealized long-term envelope Technical note Figure 1 FlowtiteFB1.5 fg pipe. Failure envelope and idealized ISO 14692 failure envelopes The long-term strength properties of Flowtite FB1.5 fg pipes are summarized in Table 1. T 35°C MPa T=65°C MPa (Concervative estimates) Idealized 20 year hoop strength at (2:1) stress ratio h,LT,2:1 115.3 69.2 Idealized 20 year axial strength at (2:1) stress ratio a,LT,2:1 57.7 34.6 Idealized 20 year axial strength at (0:1) stress ratio a,LT,0:1 57.7 34.6 Idealized 50 year hoop strength at (2:1) stress ratio h,LT,2:1 109.4 65.6 Idealized 50 year axial strength at (2:1) stress ratio a,LT,2:1 54.7 32.8 Idealized 50 year axial strength at (0:1) stress ratio a,LT,0:1 54.7 32.8 Idealized 100 year hoop strength at (2:1) stress ratio h,LT,2:1 105.2 63.1 Idealized 100 year axial strength at (2:1) stress ratio a,LT,2:1 52.6 31.6 FB1.5 fg short- term envelope Idealized short- term envelope Idealized long-term envelope
- 22. Puede una instalación en PRFV tener un control de calidad equivalente al producto manufacturado? SI AMIBLU Dispone tanto de Servicios de Control de Obra así como sistemas y protocolos para formar tanto nuestros instaladores internos como los equipos de nuestros clientes para que la garantía final de la instalación sea igual de exigente que la del producto suministrado Página 1 de 1 Políg. Ind. la Venta Nova Tel: 977 47 07 77 H Hold point Date/Data: Avda. Glen Hinner 91 Fax: 977 47 07 77 R Review point Rev:01 43894 Camarles. Tarragona SW Spot Witnes s W Witnes s point CLIENTE PUNTO Nº DESCRIPCIÓN TIPO DE CONTROL FREQUÉNCIA REGISTRO PROCEDIMIENTO H R W H R W H R W H R W SW 7 Compactación del material de relleno (máximo capas de 300mm) Inspección 100% Instalador 3.5 y 3.6 Guia instalación tuberias enterradas H SW SW SW Instalador 3 Verificación del grupo de material de relleno según proyecto Inspección 100% Instalador 3.3 Guia instalación tuberias enterradas H SW SW SW 3.1 Guia Instalación tuberias enterradas H SW SW SW FECHA Y FIRMA FECHA Y FIRMA FECHA Y FIRMA FECHA Y FIRMA 4.1 Guia instalación tuberias enterradas H SW SW 3.2 Guia Instalación tuberias enterradas H SW SW SW SW PLAN DE INSPECCIÓN - INSTALACIÓN REKA ENTERRADA 26/05/2020 QC CLIENTE CLIENTE FINAL 1 Dimensiones de la zanja Inspección 100% Instalador 4 Coincidéncia entre la marca de montaje y REKA coupling Inspección 100% Instalador 2 Lecho de la tubería uniforme. Altura de 100 a 150 mm Inspección 100% Instalador Verificación juntas flexibles en acero (Arpol) 9 Paso de paletina 10 Prueba Hidroestática Test 100% Hoja de datos HT 9.3 Guia instalación tuberias enterradas Inspección Instalador 4.1 Guia instalación tuberias enterradas 4.1 Guia instalación tuberias enterradas 100% 5 8 Deflexión vertical inicial máxima 3% Inspección 100% 6 Desviación angular de REKA coupling máxima según proyecto Inspección 100% 9.1 Guia instalación tuberias enterradas Instalador 100% Inspección H H SW SW SW Nombre: Fecha: SW SW SW SW SW SW SW SW SW SW H H SW Instalador INSTALACIÓN Firma: PROYECTO INSTALADOR CALIDAD CLIENTE CLIENTE FINAL Según fabricante H Installation Control Protocol Long Term Guarantee
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