HDPE Pipes Catalogue - Lamasat International Limited
Transcription
HDPE Pipes Catalogue - Lamasat International Limited
Lamasat HDPE Manual Properties - Welding - Fittings - Design - Jointing Introduction Lamasat International Zambia Limited... Product quality, exceptional customer service and environmental responsibility are phrases that have spearheaded our growth. Lamasat International was registered in 2002 as a manufacturing company of pipes and polypropylene bags. Since then the company has grown with investments to date of over US$ 60 million with a diverse range of products and Services.The Company employs close to 900 staff. Lamasat provides leadership in most of its chosen areas of business activity. We strive to ensure that everything we do in our business reflects the highest of standards. OUR FACILITIES Our company's business activities are spread out at a number of locations around Lusaka, with our Head Office being located in Chipwenpwenue Road off Kafue Road, Makeni, and Lusaka. We continually invest to grow our portfolio of facilities and currently developing show room and warehousing facilities along the busy Kafue Road in Lusaka OUR PRODUCTSOur products are available in a wide range of sizes and specifications. The company maintains high standards in its manufacturing facilities and its products are manufactured in compliance with applicable products standards set by the South African Bureau of Standards (SABS). In recognition of our quality and excellence in our offerings, we were also conferred with the International Star Award for Quality- Gold Category by the International Selection Committee of the Business Initiative Decisions of Paris, France. Our range of products include § Pipes and fittings. § Water tanks- We make tanks ranging from 200litres to 12000 litres § Polypropylene bags-We have a capacity of over 200,000 bags per day § Aluminium- we manufacture aluminium doors, windows, partitions, kitchen and office furniture § Wood processing making furniture and fittings § Granite QUALITY ASSURANCE Lamasat is a quality-endorsed company, a signatory with the SABS confirming our commitment to not only industry best practice but our strong engagement in environmental sustainability. Our factory is accredited to ISO 9001:2008 and with SAI Global standards regularly exceeded our commitment to not only meeting but exceeding product quality. Environmental standards and industry leading customer service have us at the forefront of the pipe, alluminium and wood manufacturing industry. I www.lamasat.co.zm | Email: [email protected] Customer Care OUR CUSTOMERS We value all our customers. We believe that the customers' perceptions are the reality for our business; therefore, serving our customers in a manner that will not only meet but exceed their expectations is of paramount importance. In serving our esteemed customers, we strive to ensure that everything we do in our business reflects the highest of standards. What makes us different from other organizations is the passion we have for our customers and the values underpinning our customer service: A customer service philosophy We have a philosophy that ensures that customer service is incorporated in the ideals of service and into the day to day actions of the staff in our organizations Customer service systems We have implemented systems that ensure service delivery and to support and serve both the customer and the customer service agents that support the customer. We have invested in computer systems, websites, user manuals, product catalogues in order to make the whole customer experience fulfilling, educative and enriching. Customer service decisions Our staff are empowered with the tools and the autonomy, the decision-making abilities to act for the customer. We have invested in the training of our staff and provide management support to our staff in the effort to meet the requirements. Customer service vision We recognize that good customer service is not achieved overnight. Therefore, we strive to ensure there is vision, determination, and endurance in all our managers and staff in order to see that the principles turn to action, actions turn to habits, and habits turn to the characteristics that keep customers coming back. Customer service area We believe that our customer service areas must be convenient, easily accessible, spacious, modern and comfortable. ii www.lamasat.co.zm | Email: [email protected] Contents HDPE (High Density Polyethylene) Introduction................................................ Fittings 2 Fabricated fittings............................................. 16 Bends......................................................... 16 Tees........................................................... 17 Reducers................................................... 17 Stub Flange Detail......................................18 Tech-Stub Detail......................................... 18 Victaulic Stub Detail................................... 18 Moulded fittings................................................. 19 Buttweld fittings......................................... 19 Compression fittings.................................. 29 Other fittings Lamasat Polypropylene Saddles............... 31 Flanges...................................................... 32 Tech fittings................................................ 34 Victaulic fittings.......................................... 34 General HDPE Pipe Material Advances........................ Quality Assurance............................................ Applications...................................................... Features and Benefits...................................... Specifications................................................... Pipe Dimensions.............................................. Coil Dimensions............................................... 3 3 3 3 4 4 5 Physical Properties Table of Physical Properties............................ Comparison with other plastic materials.......... The Stress Regression Line............................. Design Stress and Safety Factor..................... Melt Flow Index................................................ Tensile Strength............................................... The effect of temperature change Working Pressure..................................... Sub Zero Temperature.............................. Expansion and Contraction....................... Impact Resistance........................................... Ultra Violet Resistance..................................... Flammability..................................................... Abrasion Resistance........................................ 6 7 8 9 9 9 Design Considerations Flow................................................................... 35 Nomogram................................................. 35 Flow Charts................................................ 36 Pressure Considerations................................... 44 Static.......................................................... 44 Dynamic..................................................... 44 Water Hammer........................................... 44 Temperature Considerations............................. 45 Effect on Pressure..................................... 45 Effect on Dimensions................................. 45 Trench Load Considerations............................. 45 Soil and Traffic Loads................................ 45 Above Ground Installations............................... 48 Bending............................................................. 48 9 10 10 10 10 10 10 Jointing Permanent Buttwelding............................................... Electrofusion welding................................ Non-Permanent (detachable) Jointing Tech System............................................. Flanging.................................................... Compression fittings................................. 11 11 11 11 11 Buttwelding principles and jointing procedures General............................................................ 12 The Lamasat System..........................................12 Equipment........................................................ 12 Jointing Method Pre-Welding Checks................................. 12 Dummy Welds........................................... 13 Manual Welding Procedure....................... 13 The Rules of Butt-Fusion.......................... 14 Buttweld Time and Pressure Table.......... 15 2 www.lamasat.co.zm | Email: [email protected] General HDPE Pipe Material Advances Quality Assurance During the past 40 years or more, since HDPE was first used to manufacture pipes, there have been considerable strides made in improving the quality of material and its long term ability to withstand pressure. Lamasat International (Z) Ltd has been a SABS mark holder for over 7 years. Products are manufactured to the relevant SABS specifications at its plants in Lusaka. Manufacturing facilities conform to the ISO 9001 of 2000 Quality Management system. The first SABS specification (SABS 533) made use of a design stress of 5 mPa. This specification has now been superceded by SABS ISO 4427 which covers 3 different material grades viz: PE63, PE80 and PE100. These three material grades have different properties which enable them to be classified with minimum required strengths (MRS) of 6.3 MPa, 8.0 MPa and 10.0 MPa respectively. Applying a design coefficient of 1.25 (safety factor) to the MRS gives the design stress used by SABS ISO 4427 for these materials (5.0 MPa, 6.3 MPa and 8.0 MPa respectively) with the result that the wall thickness for a particular size and class becomes progressively less as the change is made to a material with a higher MRS. Fully audited Quality Control laboratories are operational in Lusaka, where scheduled and random testing of products is carried out. Applications Lamasat International have for several years been confidently supplying their range of HDPE pipes, Compression fittings and Saddles for successful use in a variety of potable water applications in the Civil, Agricultural, Municipal, Mining and Industrial sectors. Because of the good chemical resistance and abrasion resistance properties they are also extensively used in chemical, waste and slurry applications. Features and Benefits Features: Benefits: Non Toxic Safe for potable water Good impact strength Little handling and installation damage Excellent corrosion resistance Long and efficient service life Good chemical resistance Wide range of applications Low mass Easy handling Flexibility Easy installation Long lengths available Fewer joints Good abrasion resistance Can be used to pump slurries Low friction losses Lower pumping costs Several jointing methods Wide variety of applications Extensive range of fittings Wide variety of installations 3 www.lamasat.co.zm | Email: [email protected] Specifications Pipe Dimensions The HDPE pipes manufactured by Lamasat International are manufactured to, and carry the SABS mark for, SABS ISO 4427. These pipes are manufactured from three different designated materials viz: PE63, PE80 and PE100. In this table it can be seen that SABS ISO 4427 have grouped together the different pressure classes, produced from different material designations, under a common heading known as the Standard Diameter (Dimension) Ratio or SDR. The minimum wall thicknesses specified are not exactly that which would be derived from a calculation using Barlow's formula or the SDR but are the rounded up values of the highest minimum wall thickness calculated for any size and class in the SDR group (see Design Stress and Safety Factor on page 8). Nominal Working Pressure HDS 5 MPA PE 63 Nominal Working Pressure HDS 6.3 MPA PE 80 Nominal Working Pressure HDS 8 MPA PE 100 PN 3.2 Standard Diameter Ratio (SDR) SDR 41 Norm Size mm 16 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 Mean Outside Diameter Min 16 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 Max 16.3 20.3 25.3 32.3 40.4 50.5 63.6 75.7 90.9 111.0 126.2 141.3 161.5 181.7 201.8 227.1 252.3 282.6 317.9 358.2 403.6 454.1 504.5 565.0 635.7 Ovality Outside Diameter Min 15.4 19.4 24.4 31.4 39.3 49.3 62.2 74.2 89.1 108.8 123.8 138.6 158.4 178.2 198.0 222.8 247.5 275.1 309.5 348.8 393.0 442.1 491.3 550.2 619.0 Max 16.3 20.6 25.6 32.7 40.7 50.7 63.8 75.8 90.9 111.1 126.3 141.4 161.6 181.8 202.0 227.3 252.5 284.9 320.6 361.3 407.0 457.9 508.8 569.8 641.1 PN 3.2 PN 4 PN 63 PN 4 PN 4 Wall thickness t Min 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.8 2.2 2.7 3.0 3.4 3.9 4.4 4.9 5.5 6.1 6.8 7.7 8.7 9.8 11.0 12.2 13.7 15.4 Max 1.9 1.9 1.9 1.9 1.9 1.9 1.9 2.1 2.5 3.1 3.5 3.9 4.4 4.9 5.5 6.1 6.8 7.6 8.6 9.7 10.9 12.2 13.5 15.2 17.1 SDR 33 Pipe ID & Mass ID 13 17 22 29 37 47 60 71 86 105 119 133 152 172 191 214 238 267 300 338 381 429 477 534 600 Kg/m 0.08 0.10 0.12 0.16 0.20 0.25 0.32 0.43 0.62 0.93 1.20 1.51 1.94 2.46 3.03 3.83 4.73 5.94 7.51 9.54 12.11 15.29 18.88 23.68 29.98 Wall thickness t Min 1.6 1.6 1.6 1.6 1.6 1.6 1.9 2.3 2.7 3.3 3.8 4.2 4.8 5.5 6.1 6.8 7.6 8.5 9.5 10.8 12.1 13.6 15.2 17.0 19.1 Max 1.9 1.9 1.9 1.9 1.9 1.9 2.2 2.6 3.1 3.8 4.4 4.9 5.4 6.1 6.8 7.6 8.4 9.5 10.6 12.0 13.5 15.1 16.8 18.8 21.2 Pipe ID & Mass ID 13 17 22 29 37 47 59 70 85 103 117 132 150 169 188 212 235 263 296 334 376 423 470 527 593 Kg/m 0.08 0.10 0.12 0.16 0.20 0.25 0.38 0.53 0.77 1.15 1.48 1.86 2.40 3.04 3.75 4.73 5.84 7.33 9.27 11.78 14.95 18.88 23.31 29.24 37.01 PN 6.3 PN 8 SDR 26 SDR 21 Pipe ID & Mass Wall thickness t Min 1.6 1.6 1.6 1.6 1.6 1.9 2.4 2.9 3.5 4.2 4.8 5.4 6.2 6.9 7.7 8.7 9.6 10.8 12.1 13.7 15.4 17.3 19.2 21.5 24.2 Max 1.9 1.9 1.9 1.9 1.9 2.3 2.8 3.3 4.0 4.9 5.5 6.2 6.9 7.8 8.6 9.6 10.7 12.0 13.5 15.2 17.2 19.2 21.3 23.9 26.9 ID 13 17 22 29 37 46 58 69 83 101 115 129 148 166 185 208 231 259 291 328 369 416 462 517 582 Kg/m 0.08 0.10 0.12 0.16 0.20 0.30 0.48 0.67 0.97 1.45 1.87 2.34 3.02 3.82 4.71 5.95 7.35 9.22 11.67 14.82 18.81 23.75 29.32 36.78 46.56 Wall thickness t Min 1.6 1.6 1.6 1.6 1.9 2.4 3.0 3.6 4.3 5.2 6.0 6.7 7.6 8.6 9.5 10.7 11.9 13.3 15.0 16.9 19.0 21.4 23.8 26.7 30.0 Pipe ID & Mass Max 1.9 1.9 1.9 1.9 2.2 2.8 3.5 4.1 4.9 6.0 6.8 7.7 8.5 9.6 10.7 11.9 13.3 14.9 16.7 18.8 21.2 23.8 26.4 29.6 33.3 ID 13 17 22 29 36 45 57 68 81 99 113 126 145 163 181 203 226 253 285 321 362 407 452 506 570 Kg/m 0.08 0.10 0.12 0.16 0.24 0.37 0.59 0.82 1.19 1.77 2.29 2.87 3.70 4.68 5.78 7.30 9.01 11.30 14.30 18.16 23.06 29.12 35.94 45.08 57.07 Items Shaded available in SABS ISO 4427 HDS = (Hydrostatic Design Stress), in (MPA), is obtained by applying a design factor of not less than 1.25 to the minimum required strength value of the pipe. Out of Roundness (Ovality) Grade N. Hydrostatic Design Stress. Designation of material MRS at 50 years and 20°C MPa Maximum allowable hydrostatic design stress, ó - MPa PE 100 PE 80 PE 63 10 8 6.3 8 6.3 5 4 www.lamasat.co.zm | Email: [email protected] Coil Dimensions Coil Dimensions Width (W) I.D. (I) O.D. (D) mm mm mm mm mm SDR's Coil Length - meters O.D. mm 50m 100m 50m 100m 16 7.4/9/11 180 n/a 860 n/a 600 20 7.4/9/11/13.6 180 n/a 860 n/a 600 25 7.4/9/11/13.6/17 200 n/a 890 n/a 600 32 7.4/9/11/13.6/17 220 n/a n/a 1090 700 40 7.4/9/11/13.6/17/26 220 n/a n/a 1090 700 50 7.4/9/11/13.6/17/26 220 1300 1410 1560 150 63 7.4/9/11/13.6/17/26/33 1300 1780 1960 190 280 75 7.4/9/11/13.6/17/26/33 1300 1780 1960 190 280 90 7.4/9/11 360 2500 3100 3300 270 450 1800 2360 2540 360 13.6/17/21/26/33 110 7.4/9/11 n/a 330 2500 3160 n/a n/a 400 2200 2860 n/a 13.6/17/21/26/33 I W D Standard coil lengths 16 - 40mm : 100 metre coils 50 - 90mm : 50 & 100 metre coils 110mm : 50 metre coils PN 6.3 PN 8 PN 10 PN 12.5 PN 16 PN 8 PN 10 PN 12.5 PN 16 PN 20 PN 10 PN 12.5 PN 16 PN 20 SDR 17 SDR 13.6 SDR 11 SDR 9 Wall thickness t Min 1.6 1.6 1.6 1.9 2.4 2.9 3.7 4.4 5.3 6.5 7.4 8.2 9.4 10.6 11.8 13.2 14.7 16.5 18.5 20.9 23.5 26.5 29.4 Max 1.9 1.9 1.9 2.2 2.8 3.4 4.3 5.1 6.1 7.4 8.5 9.5 10.5 11.9 13.2 14.8 16.4 18.4 20.7 23.3 26.2 29.4 32.6 37.1 32.9 36.6 41.1 Pipe ID & Mass ID 13 17 22 28 35 44 55 66 79 97 110 123 141 158 176 198 220 246 277 312 352 396 440 Kg/m 0.08 0.10 0.12 0.18 0.29 0.45 0.72 1.00 1.45 2.16 2.79 3.50 4.51 5.71 7.05 8.90 10.99 13.79 17.45 22.16 28.13 35.52 43.85 555 493 69.62 55.00 Wall thickness t Min 1.6 1.6 1.8 2.4 2.9 3.7 4.6 5.5 6.6 8.1 9.2 10.3 11.8 13.2 14.7 16.5 18.4 20.6 23.2 26.1 29.4 33.1 36.8 Max 1.9 1.9 2.2 2.8 3.4 4.3 5.4 6.3 7.6 9.3 10.6 11.8 13.2 14.8 16.5 18.4 20.5 23.0 25.8 29.1 32.8 336.7 40.8 46.3 41.2 45.7 51.4 Pipe ID & Mass ID 13 17 21 27 34 42 53 63 76 93 106 119 136 153 170 191 212 238 267 301 340 382 425 Kg/m 0.08 0.10 0.14 0.23 0.35 0.55 0.88 1.23 1.78 2.66 3.43 4.30 5.55 7.02 8.66 10.95 13.51 16.95 21.45 27.24 34.58 43.68 53.92 535 476 85.60 67.63 Wall thickness t Pipe ID & Mass Min 1.6 1.8 2.3 2.9 3.6 4.5 5.7 6.8 8.2 10.0 11.4 12.7 14.5 16.4 18.2 20.5 22.7 25.5 28.6 32.3 36.4 40.9 45.5 Max 1.9 2.1 2.7 3.4 4.3 5.3 6.7 7.8 9.4 11.5 13.1 14.6 16.3 18.3 20.4 22.8 25.3 28.4 31.9 36.0 40.5 45.4 50.5 ID 13 16 20 26 32 40 51 61 73 89 101 113 130 146 162 183 203 227 256 288 325 366 406 Kg/m 0.08 0.11 0.17 0.27 0.43 0.67 1.06 1.50 2.16 3.22 4.16 5.21 6.72 8.51 10.50 13.27 16.38 20.54 26.00 33.01 41.91 52.94 65.36 57.3 50.9 63.6 56.5 455 512 103.75 81.97 Wall thickness t Min 1.8 2.2 2.8 3.6 4.4 5.6 7.0 8.3 10.00 12.2 13.9 15.6 17.8 20.0 22.2 25.0 27.8 31.1 35.0 39.4 44.4 50.0 55.6 Max 2.1 2.6 3.3 4.2 5.2 6.5 8.2 9.6 11.5 14.1 16.0 17.9 19.9 22.4 24.9 27.9 31.0 34.7 39.0 44.0 49.6 55.5 61.7 SDR 7.4 Pipe ID & Mass ID 12 15 19 24 31 38 48 57 69 84 96 107 123 138 154 173 192 216 242 273 308 347 385 Kg/m 0.08 0.13 0.20 0.33 0.51 0.80 1.27 1.78 2.57 3.84 4.96 6.22 8.02 10.16 12.53 15.83 19.55 24.52 31.03 39.41 50.03 63.19 78.01 Wall thickness t Min 2.2 2.7 3.4 4.3 5.4 6.8 8.5 10.1 12.2 14.9 16.9 18.9 21.6 24.3 27.0 30.4 33.8 37.8 42.6 48.0 54.1 60.8 Max 2.5 3.2 4.0 5.1 6.3 7.9 10.0 11.7 14.0 17.1 19.4 21.8 24.2 27.2 30.3 33.9 37.7 42.2 47.5 53.5 60.3 67.5 Pipe ID & Mass ID 11 14 18 23 28 36 45 54 64 79 89 100 115 129 144 162 180 201 226 255 287 324 Kg/m 0.10 0.15 0.24 0.39 0.60 0.94 1.50 2.11 3.04 4.53 5.86 7.34 9.48 12.00 14.81 18.71 23.10 28.97 36.67 46.56 59.11 74.67 5 www.lamasat.co.zm | Email: [email protected] Physical Properties High Density Polyethylene (HDPE) is a thermoplastic material which is supplied by the manufacturer in a 'ready to use' pelletised form. There are several different grades available. The particular grades suitable for pipe manufacture are referred to as PE 63, PE 80 and PE100. The pipe manufacturer simply converts this material into pressure pipe. Table of Physical Properties The properties given below are for HDPE pipe materials. It should be noted that many of these properties are relative to temperature and the duration of stress application. Value Property 0.958 Density at 23°C Viscosity Number Melt Flow Rate Tensile Properties 10mm x 10mm x 4mm 0.1% solution of granules in decahydronaphthalene 0.23 g/10min ISO 1133 granules sample weight 3g to 6g MFR 190/21.6 6.5 g/10min Yield Stress 26 N/mm2 ISO 527 Test Rate 50mm/min Elongation at Yield Stress 10 % ISO 527 Test Rate 50mm/min MFR 190/5 Flexural Creep Modulus (1 min value) 2 900 N/mm 650 350 N/mm N/mm2 1100 N/mm 2 2 ISO 3167, 4mm thick (test specimen No. 3, 4mm thick according to DIN 53 455) ISO 527 ISO 899 Test Load 2M/mm2 110mm x 10mm x 4mm loaded flat Din 54 852-Z4 sb = 2N/mm2 2 ISO 178 Test Rate 2mm/min 80mm x 10mm x 4mm N/mm 2 Din 53 447 60mm x 6.35mm x 3mm 41 N/mm2 ISO 2039 part 1 Test Load 132N sheet, 4mm Shore Hardness D (3 sec value) (15 sec value) ISO 868 sheet, 6mm 61 59 ~ ~ at 23°C 20 kJ/m2 ISO 179/1eA 80mm x 10mm x 4mm at -30°C 10 kJ/m 67 °C ISO 306 sheet, 4mm min. ISO TR 10837 granules 20 N/mm 180 Ball Indentation Hardness Stiffness in Torsion Vicat Softening Point VST/B/50 Oxidation Induction Time ISO 1183 ISO 1628-3 Flexural Stress (3.5% deflection) Notched Impact Strength acN (test specimen from compression moulded sheet) Test Specimen ml/g Tensile Creep Modulus (1 hour value) (1000 hour value) Hardness g/cm 3 380 Tensile Modulus of Elasticity (secant between 0.05 & 0.25% strain) Flexural Properties Test Method Unit 200°C in O2 >60 2 6 www.lamasat.co.zm | Email: [email protected] Tensile Test - Ready Comparison with other plastic materials Property HDPE PP PVC PVC-C * PB * Surface feel Waxy Waxy Smooth Smooth Waxy Appearance (water pipes) Black Pale grey-beige Blue Grey-beige Black Sound produced when dropped Medium clatter High clatter High clatter High clatter Dull thud Combustibility and appearance of flame Bright flame: Drops continue to burn while falling Bright flame: Drops continue to burn while falling Carbonises in flame: extinguishes away from flame Carbonises in flame: extinguishes away from flame Bright flame: Drops continue to burn while falling Odour of smoke after flame is extinguished Like candles Like resin Pungent like hydrochloric acid Pungent like hydrochloric acid Nail test Impression made by fingernail Impression possible Very slight impression possible Impression not possible Impression not possible Like candles but more acrid than HDPE Impression easily produced Special features Smears when sawn Floats in water Yes Yes No No Yes Notch sensitivity No Slight Yes Yes Yes Weather resistance Stabilised good Stabilised good Stabilised good Stabilised good Stabilised good Method of permanent joining Fusion Fusion Solvent cement Solvent cement Fusion Suitable for mechanical jointing Yes Yes Yes Yes Yes Stress crack sensitivity with regard to jointing for safe media e.g. water Some Slight None None None Linear expansion mm/m°C 0.2 0.15 0.08 0.07 0.12 Thermal conductivity kcal/mh°C 0.40 0.19 0.14 0.14 0.20 Specific heat kcal/mh°C 0.42 0.4 0.23 0.23 0.47 Specific weight Kg/cm2 0.955 0.905 1.42 1.5 0.92 Tensile strength at 20°C kp/cm2 240 320 550 550 200 Modulus of elasticity at 20°C (kp/cm2) 8000 15000 30000 30000 5000 7 www.lamasat.co.zm | Email: [email protected] The Stress Regression Line The traditional method of portraying the primary mechanical property of HDPE, tensile strength, is by means of a graph of log stress vs log time to failure. This is known as the stress regression line. It is a plot of the circumferential hoop stress in the wall of the pipe (from internal pressure) against time to failure. Numerous actual test results, measured at 20°C and 60°C, over a range of times up to 10,000 hours, are plotted on a log log scale and a regression line is calculated to fit this data. The resultant regression line is then extrapolated to 50 years (438,000 hours). The method of calculation is an internationally accepted procedure described in ISO/TR 9080. The required values of stress and time are specified in SABS ISO 4427. The internationally accepted method for calculating circumferential hoop stress is derived from Barlow's formula and is as follows: s = p(d - t)/2t where: p = internal pressure (MPa) t = minimum wall thickness (mm) d = mean external diameter (mm) s = circumferential hoop stress in wall of pipe (MPa) The Stress Regression Line for HDPE is given below. s Burst stress MPa 20 15 20°C 10 8 PE 100 10 MPa at 50Yrs PE 80 8 MPa at 50Yrs 80°C 6 5 4 PE 100 PE 80 3 2 HDPE Type 2 1 10-1 1 10 102 103 104 105 Time to failure 106 50 Years Principal stress/time curves for PE 80 and PE 100 pipes at 20°C and 80°C. The standard curve for HDPE Type 2 at 80°C (acc. to DIN 8075) is shown in comparison. The minimum required strength (MRS) at 20°C and 50 years is 10 MPa for PE 100 and 8 MPa for PE 80 giving the design stress 8 MPa and 6.3 MPa, respectively. 8 www.lamasat.co.zm | Email: [email protected] Design Stress and Safety Factor (service factor) Melt Flow Index The melt flow index of polyethylene materials is a measure of the mass of melted material, at 190°C, that will pass through a specific orifice in 10 minutes when subjected to a specific pressure. Safety factors take into account handling conditions, service conditions and other circumstances not directly considered in the design. The melt flow index (MFI) is largely dependant on the molecular mass. Higher molecular masses result in lower MFI because long, well packed molecules do not flow as easily as short, less packed molecules. In terms of SABS ISO 4427 the minimum safety factor is 1.25. This factor, when applied to the Minimum Required Strength (MRS), for the particular material classification (e.g. PE80, PE100), gives the maximum allowable hydrostatic design stress for the designated material. Designation of material MRS at 50 years and 20°C MPa Maximum allowable hydrostatic design stress, s - MPa PE 100 PE 80 PE 63 10 8 6.3 8 6.3 5 Since both density and MFI are decisive for the strength properties they are regulated in most standards for polyethylene pipes. In terms of the SABS specification the Melt Flow Index must conform to the raw material manufacturers pipe grade specification. This information can be obtained from the the raw material manufacturers data sheets. (Also see Table of Physical Properties on page 6) The relationship between MRS and ó for various design coefficients is as follows at 20°C. MRS of material - MPa Hydrostatic design stress of pipe, s - MPa 10 8 6.3 5 1.25 1.59 2 8 Tensile Strength 6.3 Design coefficient, C 1.27 1.6 The tensile strength of polyethylene materials increases with an increase in molecular mass since long, well packed molecules are more difficult to separate. This property is also effectively regulated by standards. (See Table of Physical Properties on page 6) 1.26 The design engineer may wish to apply a greater safety factor depending on operating conditions and environmental considerations. Applying Barlow's formula (below) it is possible to calculate the minimum wall thickness for any given size and pressure class of pipe. t= The Effect of Temperature Change pxd (2s + p) Working Pressure: where: t = minimum wall thickness (mm) p = internal pressure (MPa) d = mean external diameter (mm) s = design stress (MPa) The standard design temperature for HDPE pipes is 20°C and working pressures are usually quoted for this temperature. HDPE pressure pipes function perfectly well below 20°C right down to freezing point and can in fact, withstand higher pressures than those quoted at 20°C. As can be seen from the stress regression lines, the creep rupture strength diminishes with increasing temperature and working pressures must be down-rated if the same factors of safety are to be maintained. The applicable reduction factors are given under “Temperature Considerations” on page 59. For example the minimum wall thickness for a 250 mm Class 10 HDPE pipe made from PE 80 material is: t = 1.0 x 250 / {(2 x 6.3) + 1.0} = 18.38 mm Round up to 18.4 mm for manufacture and/or the appropriate SDR for the Class and Material designation. 9 www.lamasat.co.zm | Email: [email protected] Sub Zero Temperatures: Ultra Violet Resistance Water has been known to freeze in HDPE pipes without causing fractures, but permanent strain can result, leading to severe reduction in the working life of the pipe. Hence HDPE pipes - like other pipes - should be protected against sub zero temperatures. HDPE pipes, when manufactured to SABS ISO 4427, contain 2.5% (by mass) of carbon black. This provides exceptional protection against the effects of ultra violet light. Flammability Expansion and Contraction: As with impact resistance, it is possible to improve the fire resistance of HDPE by the addition of various compounds. Again this comes at the expense of other properties. Fire resistance is measured by a limiting oxygen index (LOI). All plastics have high co-efficients of expansion and contraction several times those of metals. This must be allowed for in any installation by the use of expansion joints, expansion loops etc. Material Co-efficient of expansion (K-1) mPVC HDPE LDPE Steel Copper 8 x 10-5 20 x 10-5 20 x 10-5 1.2 x 10-5 2.0 x 10-5 Abrasion Resistance A number of international investigations to assess the abrasion resistance of various plastic materials have been carried out. Generally the results of such investigations are expressed as a loss of volume in relation to the original wall thickness. The results to date have varied in regard to the abrasion resistance of various pipe materials. However, what they all show is that plastics possess superior abrasion resistance relative to other pipe materials. Impact Resistance It should be noted that it is possible to change the impact strength of certain plastic materials, however this usually comes at the expense of properties such as tensile strength, hardness or stiffness. This property is therefore effectively regulated (as with density and MFI) by most standards. For example, in one investigation, HDPE pipes suffered wear to the extent of 4mm after 1600 hours while the corresponding wear occurred in steel pipes after 1000 hours. Graph of Relative Wear Rates Dry sliding abrasion of a number of PE 80, PE 100 and some other grades of thermoplastic materials (Taber Abrasion Method in accordance with DIN 53754 E) Abrasive Wear Properties 80 Min. mg/100 rev 70 Max. mg/100 rev 50 40 30 20 10 ABS craft Copolymer ABS Cellulose Acetobutyrate Polystyrene PVC Styrene/ Actylonitrile Copolymer Polyurethane PE 80 PE 100 0 GUR mg./100 rev. 60 10 www.lamasat.co.zm | Email: [email protected] Jointing One of the greatest features of HDPE pipes is the fact that a wide variety of jointing systems is available to suit a whole range of applications. The jointing systems can be divided into two main categories with further sub-divisions in each category. Permanent Jointing Buttwelding Typical Buttweld Welding Machine Non-Permanent (detachable) Jointing Tech System Compression Fittings Flanging 11 www.lamasat.co.zm | Email: [email protected] Buttwelding principles and jointing procedures Lamasat therefore offers two ranges of fittings for butt-fusion systems to provide the greatest flexibility in this regard : • long spigot fittings • 'pupped' fittings General Butt-fusion jointing is a thermofusion process which involves the simultaneous heating of the ends of two components which are to be joined until a melt state is attained on each contact surface. The two surfaces are then brought together under controlled pressure for a specific cooling time and homogeneous fusion is formed upon cooling. Pupped fittings are fabricated by butt-fusing (in the factory), 0.5m lengths of pipe to each leg of a spigot fitting, thereby allowing the straight length of pipe to be gripped by clamps of the butt-fusion machine. The resultant joint is resistant to end thrust and has comparable performance under pressure to the pipe. The Lamasat butt-fusion system comprises, therefore: • Straight polyethylene pipe • Long spigot fittings • Pupped fittings • Accessories This method of jointing requires an electrically heated plate to raise the temperature of the pipe ends to the required fusion temperature and is used for PE63, PE80 and PE100 grades of material for pipe of size 32mm and above of the same Standard Dimension Ratio (SDR). Equipment When jointing pipes using butt-fusion techniques, the heater plate temperatures are the same for PE63, PE80 and PE100, 195°C to 200°C. Note: The Site Fusion Jointing Specification WIS 4-3208 Issue 2, 1994 emphasises the importance for the butt-fusion machine to be able to control the reduced secondary ram pressures that are now required for dual pressure butt-fusion jointing. For SDR11 pipes of sizes 250mm, 280mm and 315mm and for all pipe (SDRs 11, 17.6, 26) of size 355mm and above the butt fusion pressures should be reduced after 10 seconds and therefore the use of an automatic butt fusion machine is required. (These conditions are tabulated on page 15.) The Lamasat System Depending on the design and make, butt-fusion machines may or may not be capable of accepting fittings as moulded for direct welding to pipes. • Generator to supply the heater plate, trimmer and hydraulic pump • Butt-fusion machine fitted with the correct size clamp shells, trimmer, heater plate, hydraulic pump and timer • Pipe support rollers • Welding tent • Cleaning material, lint free cotton cloth or paper towel • External/Internal debeading tool • Bead gauge • Digital thermometer with surface probe to check heater plate • Pipe end covers • Baseboard • Pipe cutters • Air temperature thermometer • Indelible marker pen • Timer. Jointing Method Pre-Welding Checks Before commencing a welding operation check that: • There is sufficient fuel for the generator to complete the joint and that it is functioning correctly before it is connected to the machine. • The trimming tool and hydraulic pump are in working order. 12 www.lamasat.co.zm | Email: [email protected] • The heater plate is clean and residues from previous welds have been removed. • A tent is available to provide shelter during welding. • The machine is complete and undamaged. • You know the correct welding parameters for the machine and pipe being welded. • The heater plate is at the correct temperature. (Connect the heater plate to the power supply and retain for at least 20 minutes inside the thermally insulated guard). To remove dirt deposits the heater plate may be washed, when cold, with copious quantities of clean water at the start of the jointing session. Only clean, lint free materials must be used to clean the plate. To remove grease and oily films the plate may be wiped with lint free material dampened by a suitable solvent, eg. Isopropanol. • Check that the pipes and/or fittings to be jointed are of the same size, SDR and material. • Remove loose shavings from the machine and component ends. Do not touch the prepared surfaces. • Check that both surfaces are completely planed. If they are not then repeat the trimming process. • Close the clamps and check that there is no visible gap between the trimmed faces. Dummy Welds Even though washing may remove large deposits of dirt, very fine particles of dust may still remain on the heater plate. To remove such dust it is necessary to make a dummy joint at the start of each jointing session, whenever the plate has been allowed to cool below 180°C, or at a change of pipe size. Two dummy must be made if the pipe size is greater than 180mm. A dummy joint can be made using pipe off cuts of the same size, SDR and material as the pipe being installed. It is not necessary to actually make a joint. The procedure can be discontinued after the full heat cycle. • The maximum permitted outsider diameter mismatch is: 1.0mm for pipe sizes 90mm to 315mm 2.0mm for pipe sizes 316mm to 800mm. If the mismatch is greater than these values then the pipe must be realigned and re-trimmed. • Open and then close the clamps and note the drag pressure needed to move the pipes together using the hydraulic system. Manual Welding Procedure • Place the pipes in the clamps with the ends against the trimming tool and with the pipe markings aligned. • Align and level the components using the support rollers. • Tighten the pipe clamps to grip and re-round the pipes. • Cover the free ends of the pipes to prevent cooling of the plate by internal draughts. • Switch on the trimming tool and close the clamps slowly so that the pipe ends are moved against the trimming tool until continuous shavings are cut from each surface. • Keep the trimming tool turning whilst opening the clamps to avoid steps on the trimmed surfaces. • Remove the trimming tool taking care not to touch the trimmed ends. Drag pressure is the minimum gauge pressure required to overcome the sliding frictional drag on the rams due to the operation of the machine and the weight of the pipes/fittings being jointed. Note: The drag pressure (in bar) must be assessed accurately prior to making each fusion joint and must be added to the basic ram pressure values shown on the machine. (When fully automatic machines are used this operation will normally be carried out automatically.) 13 www.lamasat.co.zm | Email: [email protected] • Remove the heater plate from its protective cover. Check that it is clean and up to temperature. that the plate does not touch the melted surfaces. • Immediately close the clamps (within 8 to 10 seconds of removing the plate) and bring the melted surfaces together at the previously determined pressure. • Place the heater plate in the machine and close the clamps so that the surfaces to be joined are touching the plate. Using the hydraulic system apply the pressure previously determined. • Maintain the applied pressure until the pipe begins to melt and a uniform bead of 2-3mm is formed on each end. • After the initial bead up, the pressure in the hydraulic system shall be released so that the pressure gauge registers between zero and the drag pressure so as to control the bead growth during the heat soak time. Check that the pipe does not slip in the clamps. The pipe ends must maintain contact with the heater plates. • Maintain the required pressure for the minimum cooling time as indicated in the table. • After this time the assembly can be removed from the machine but should not be handled for a further period equal to the above cooling time. • Examine the joint for cleanliness and uniformity and check that the bead width is within the specified limits. • Remove the internal beads, if required, using suitable debeading tools. • The beads and joint should be numbered/coded using an indelible marker pen. • The beads will be twisted at several positions. If the bead is seen to split at any point then the joint must be cut out from the pipeline and the joint remade. If a similar defect re-occurs, all further jointing must cease until the equipment has been thoroughly cleaned, examined and new trial joints made and shown to be satisfactory. The Rules of Butt-Fusion • When the heat soak time is completed, open the clamps and remove the heater plate ensuring NEVER • Attempt to weld together pipes of different SDR (wall thickness). • Touch trimmed pipe ends. • Leave trimming swarf inside pipe or on welding machine. • Allow equipment to get wet or dusty. • Use non-approved machinery. • Remove a weld from the machine before cooling time has elapsed. • Allow untrained personnel to use welding equipment. • Cut corners in any part of the welding procedure. • Weld pipes of different material on site. (In factory controlled conditions it may be possible to do this). • Use a generator of inadequate capacity. 14 www.lamasat.co.zm | Email: [email protected] Buttweld Time and Pressure Table Heater Plate Surface Temperature: 195ºC to 200ºC Table 1 Single pressure butt-fusion jointing conditions for PE63, PE80 and PE100 Outside diameter mm 90 90 90 110 110 110 125 125 125 160 160 160 180 180 180 225 225 225 250 250 280 280 315 315 Bead up Wall thickness interface (minimum) stress SDR mm MPa 26 3.5 0.15 17.6 0.15 5.1 11 0.15 8.2 26 0.15 4.2 17.6 0.15 6.3 11 0.15 10.0 26 0.15 4.8 17.6 0.15 7.1 11 0.15 11.4 26 0.15 6.2 17.6 0.15 9.1 11 0.15 14.6 26 0.15 6.9 17.6 0.15 10.2 11 0.15 16.4 26 0.15 8.6 17.6 0.15 12.8 11 0.15 20.5 26 0.15 9.6 17.6 0.15 14.2 26 0.15 10.7 17.6 0.15 15.9 26 0.15 12.1 17.6 0.15 17.9 Tolerance ±0.02 Initial bead size (approx) mm 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 Soak time seconds 95 110 140 100 125 160 110 130 175 120 150 205 130 160 225 145 190 265 155 200 170 220 180 240 ±3 Min soak interface stress MPa 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max plate removal time seconds 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Fusion and cooling interface stress MPa 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 ±0.02 Cooling time in clamps minutes 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Cooling time out of clamps minutes 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Cooling time for coiled pipe in clamps minutes 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 - Typical final overall bead width max min mm mm 15 8 15 8 16 9 15 8 16 9 17 10 15 8 16 9 17 10 16 9 16 9 18 11 16 9 17 10 18 11 16 9 17 10 19 12 16 9 17 10 22 13 23 14 22 13 23 14 Cooling time out of clamps minutes 7.5 7.5 7.5 5 7.5 7.5 5 7.5 10 5 7.5 10 5 7.5 10 7.5 7.5 10 7.5 7.5 12.5 7.5 10 7.5 10 10 10 10 12.5 Typical final overall bead width max min mm mm 15 24 25 16 26 17 22 13 24 15 27 18 23 14 24 15 27 18 23 14 25 16 28 19 24 15 25 16 29 20 24 15 26 17 31 22 25 16 27 18 32 23 25 16 28 19 26 17 29 20 27 18 31 22 28 19 32 23 Table 2 Dual pressure butt-fusion jointing conditions for PE63, PE80 and PE100 Outside diameter mm 250 280 315 355 355 355 400 400 400 450 450 450 500 500 500 560 560 560 630 630 630 710 710 800 800 900 900 1000 1000 Bead up Wall thickness interface (minimum) stress mm MPa 11 0.15 22.7 11 0.15 25.4 11 0.15 28.6 26 0.15 13.6 17.6 0.15 20.1 11 0.15 32.3 26 0.15 15.3 17.6 0.15 22.7 11 0.15 36.4 26 0.15 17.2 17.6 0.15 25.6 11 0.15 41.0 26 0.15 19.1 17.6 0.15 28.3 11 0.15 45.5 26 0.15 21.4 17.6 0.15 31.7 11 0.15 50.8 26 0.15 24.1 17.6 0.15 35.7 11 0.15 57.2 26 0.15 27.2 17.6 0.15 40.2 26 0.15 30.6 17.6 0.15 45.3 26 0.15 34.6 17.6 0.15 50.9 26 0.15 38.4 17.6 0.15 56.6 Tolerance ±0.02 SDR Initial bead size (approx) mm 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Soak time seconds 285 315 345 195 260 385 215 285 425 235 315 470 250 345 515 275 380 570 300 420 635 335 465 370 515 405 570 445 630 ±3 Min soak interface stress MPa 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max plate removal time seconds 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Fusion interface stress (after 10 secs) MPa 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 ±0.02 Cooling interface stress (after 10 secs) minutes 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 ±0.01 Cooling time in clamps minutes 15 15 15 10 15 15 10 15 20 10 15 20 10 15 20 15 15 20 15 15 25 15 20 15 20 20 20 20 25 NB All jointing pressure must be calculated by using the effective ram area of the machine in relation to the cross sectional area of the pipe wall. Effective ram area should be marked on each model. 15 Fittings 45º Bends Fabricated Fittings - Dimensions Bends 45 Deg. Segmented Bend R = Dia. x 3 Pipe fittings can be manufactured from pipe in a wide variety of sizes and pressure classes but mostly from 75mm OD upwards and Class 6 or higher. The fittings can be plain ended (for butt welding, electrofusion fittings or compression fittings) or have stubs fitted for flanges or Tech Clamps. Permissible working pressure is 60% of class of pipe used to fabricate fitting, e.g. 10 bar pipe produces a 6 bar fabricated fitting. L1 L R 90º Bends D Bends 90 Deg. Segmented Bend R = Dia. x 3 C L1 L OD mm (D) 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 R D OD mm (D) 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 L mm 155 155 155 155 155 250 250 250 250 250 380 380 380 380 470 590 C mm 478 478 478 478 478 792 792 792 792 792 1178 1178 1178 1178 1450 1800 L1 mm 160 160 160 160 160 280 280 280 280 280 400 400 400 400 560 600 R mm 395 395 395 395 395 637 637 637 637 637 968 968 968 968 1350 1520 L mm 155 155 155 155 155 155 155 250 250 250 250 250 380 380 380 380 470 590 L1 mm 238 238 238 238 238 238 238 405 405 405 405 405 590 590 590 590 900 900 R mm 395 395 395 395 395 395 395 637 637 637 637 637 968 968 968 968 1200 1500 16 www.lamasat.co.zm | Email: [email protected] Fabricated Fittings - Dimensions Tees OD mm 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 D Equal Tee Plain ended or Flanged H L Machined Reducing Bushes OD1 mm 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 Machined Concentric Reducer S = Dimensions according to pressure (PN) of pipe OD2 S 15mm 30 10mm L 10mm S OD1 H mm 200 455 465 470 480 490 500 515 525 740 760 780 800 925 950 1180 1215 L mm 400 910 930 940 960 980 1000 1030 1050 1480 1520 1560 1600 1850 1900 2360 2430 O D2 mm 20 20 / 25 20 / 25 / 32 25 / 32 / 40 25 / 32 / 40 / 50 32 / 40 / 50 / 63 40 / 50 / 63 / 75 63 / 75 / 90 75 / 90 / 110 90 / 110 / 125 90 / 110 / 125 / 140 110 / 125 / 140 / 160 140 / 160 / 180 160 / 180 / 200 180 / 200 / 225 200 / 225 / 280 250 / 280 280 / 315 315 / 355 355 / 400 400 / 450 L mm 60 60 60 60 60 60 60 60 60 80 80 80 80 80 80 80 80 90 90 90 90 17 www.lamasat.co.zm | Email: [email protected] Fabricated Fittings - Dimensions Stub Flange Detail Pipe OD 16 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 D2 OD A H B D D A D2 46 46 56 65 73 83 98 110 129 158 160 188 217 217 270 270 310 325 375 430 486 540 585 645 725 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 28 28 36 43 50 60 71 83 100 125 133 155 187 187 234 234 275 289 327 373 426 472 526 588 658 PN 4 - 10 B H 15 40 15 40 15 40 20 40 20 50 20 50 20 50 20 50 20 50 25 55 30 60 30 60 35 70 35 70 35 70 45 80 45 80 45 80 50 90 50 90 60 100 60 100 60 100 65 105 65 105 PN 12 - 20 B H 15 40 15 40 15 40 27 60 27 60 27 60 27 60 27 60 27 60 35 75 35 75 35 75 55 100 55 100 55 100 55 100 75 120 75 120 75 120 75 120 75 120 75 120 - Tech-Stub Detail L3 L2 L1 Pipe OD 110 125 140 160 180 200 225 250 280 ID OD OD3 OD2 OD1 2r OD1 O D2 O D3 L1 L2 L3 122 148 156 177 204 222 248 272 304 138 167 175 196 224 246 272 297 326 115 130 145 165 185 205 230 255 285 23 22 28 32 33 34 46 35 38 35 32 40 44 44 47 33 50 53 53 55 60 65 65 68 74 75 78 Victaulic Stub Detail (HDPE) Pipe OD 50 63 75 90 110 125 140 160 180 200 225 250 H OD 3 OD 1 OD 2 R=2 R=2 A Victaulic size 63 90 90 110 110 160 160 160 225 225 250 250 OD1 OD2 O D3 A B H 68.5 97 97 124.5 124.5 178.5 178.5 178.5 231.5 231.5 286 286 60 90 90 115 115 161 161 161 218 218 273 273 50.5 61 76 91 111 126 141 161 181 201.5 226.5 251.5 16 16 16 16.5 16.5 17 17 17 21 21 21 21 10 15 15 15 15 15 15 15 21 21 21 21 55 55 55 55 55 55 55 55 85 85 85 85 Clamp size 2" 3" 3" 4" 4" 6" 6" 6" 8" 8" 10" 10" Note: The ID for all "Stubs" above = OD - 2 x wall thickness (see relevant specifications). B 18 www.lamasat.co.zm | Email: [email protected] Buttweld Moulded Fittings Buttwelding is a very economical and reliable jointing technique for making permanent welded joints, requiring only buttwelding equipment. Buttwelding is particularly suitable for prefabricating pipe sections and special fittings. Both Akatherm fittings with short spigot ends and fittings with long spigot ends are suitable for buttwelding. Only pipes and fittings from the same wall thickness series can be buttwelded together. D2 DE SDR 17 & 11 s D1 Stub Flanges SDR 17 DE 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 L H Z SDR 33 DE 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 H 18 18 18 18 18 18 18 20 20 20 23 26 33 33 35 35 L 37 42 34 34 32 42 52 40 50 40 57 49 27 37 25 45 D1 125 132 155 175 181 232 235 285 291 335 373 427 514 530 615 642 D2 158 158 188 212 212 268 268 320 320 370 430 482 585 585 685 685 Z 80 80 80 80 80 100 100 100 100 100 120 120 120 120 120 120 H L 11 12 14 16 17 18 18 18 18 20 24 24 25 25 25 30 33 46 46 50 50 24 23 18 14 43 37 42 34 34 30 36 46 35 45 35 30 42 14 24 10 30 SDR 11 H 7 9 10 11 12 14 16 17 18 25 25 25 30 32 32 35 35 35 40 46 60 60 60 60 L 30 28 27 24 23 18 14 35 37 35 27 27 20 28 38 25 35 25 20 29 10 10 20 20 D1 27 33 40 50 61 75 89 105 125 132 155 175 181 232 235 285 291 335 373 427 514 530 615 642 D2 45 58 68 78 88 102 122 138 158 158 188 212 212 268 268 320 320 370 430 482 585 585 685 685 19 www.lamasat.co.zm | Email: [email protected] Z 50 50 50 50 50 50 50 80 80 80 80 80 80 100 100 100 100 100 120 120 120 120 120 120 •? Buttweld Moulded Fittings - continued DE S Z Tees 90° I L SDR 33 DE 110 125 140 160 180 200 225 250 280 315 355 400 450 500 L 249 262 293 318 356 385 442 465 536 530 658 690 890 895 SDR 17 & 11 Z 121 132 145 160 175 194 212 232 268 263 330 345 450 450 DE 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 I 50 47 48 55 59 55 59 70 80 75 95 104 130 130 L 50 60 72 88 116 146 170 200 240 250 280 320 390 430 480 550 620 700 658 682 890 890 Z 25 30 36 44 58 73 85 100 120 125 140 160 195 215 240 275 310 350 330 345 450 450 I 8 10 12 16 21 24 28 23 43 26 32 40 73 70 72 86 105 111 95 104 130 130 20 www.lamasat.co.zm | Email: [email protected] •? Buttweld Moulded Fittings - continued Reducing Tees E2 DE1 S1 Z I2 S2 L D I1 SDR 17 & 11 DE1 63 75 75 75 90 90 90 90 110 110 110 110 110 125 125 125 140 140 140 140 160 160 160 160 160 D E2 50 32 50 63 32 50 63 75 32 50 63 75 90 63 90 110 63 75 90 110 63 75 90 110 125 SDR 17 & 11 continued L 215 255 253 255 203 203 269 272 230 230 309 309 310 264 335 335 291 291 291 291 340 340 340 390 315 Z 103 107 107 117 85 94 135 138 91 101 156 151 152 110 170 170 120 130 130 137 174 179 179 201 150 I1 63 70 70 70 52 52 79 73 65 65 83 82 82 70 110 87 82 81 81 50 98 98 98 98 58 I2 56 46 55 63 23 27 63 70 22 27 64 70 79 31 91 82 32 35 38 43 64 74 79 83 47 DE1 180 180 180 180 180 180 200 200 200 200 200 225 225 225 225 225 225 250 250 315 315 315 315 D E2 63 75 90 110 125 160 63 90 110 125 160 75 90 110 125 160 180 110 160 110 160 225 250 L 348 348 395 395 348 412 382 388 388 388 388 445 445 445 435 488 553 435 440 555 585 650 680 Z 132 140 200 210 160 206 145 162 160 165 178 227 227 227 173 244 283 190 213 290 310 335 340 I1 125 112 136 140 92 101 143 125 120 114 98 118 118 117 135 119 131 134 110 170 170 170 170 I2 30 30 97 98 50 91 41 38 40 43 53 75 79 83 40 98 131 37 58 100 120 145 150 21 www.lamasat.co.zm | Email: [email protected] Buttweld Moulded Fittings - continued Elbows 90° Z R S DE SDR 33 DE 110 125 140 160 180 200 225 250 280 315 355 400 450 500 Z 120 140 150 180 200 220 250 290 290 340 340 345 450 450 SDR 17 & 11 I 10 15 10 25 25 23 20 25 10 40 40 45 50 50 R 110 125 140 155 175 197 230 265 280 300 300 300 400 400 DE 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 Z 25 30 36 43 51 64 85 100 120 140 155 175 195 215 245 275 310 350 340 345 450 450 I 5 5 4 3 1 1 10 10 10 15 15 15 15 15 20 25 30 35 40 45 50 50 R 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 300 300 400 400 27 22 www.lamasat.co.zm | Email: [email protected] SDR 17 Buttweld Moulded Fittings - continued Reducers - Concentric DE2 I1 L I2 S2 S1 DE1 SDR 33 DE1 200 200 200 225 225 225 225 250 250 250 250 280 280 280 315 315 315 315 D E2 140 160 180 140 160 180 200 160 180 200 225 200 225 250 200 225 250 280 L 154 151 151 160 171 171 171 194 182 182 182 200 200 200 230 230 230 230 I1 50 50 50 60 55 55 55 60 60 60 60 80 80 80 90 90 90 90 I2 35 40 45 50 40 45 50 40 45 50 55 65 75 85 80 85 90 105 DE1 40 40 40 50 50 50 63 63 63 75 75 75 75 90 90 90 110 110 110 110 125 125 125 125 140 140 140 140 160 160 160 160 180 180 180 180 180 200 200 200 225 225 225 225 250 250 250 250 280 280 280 315 315 315 315 D E2 20 25 32 25 32 40 32 40 50 32 40 50 63 50 63 75 50 63 75 90 63 75 90 110 75 90 110 125 90 110 125 140 90 110 125 140 160 140 160 180 140 160 180 200 160 180 200 225 200 225 250 200 225 250 280 L 50 50 50 55 55 55 65 65 65 80 71 71 71 80 80 80 104 97 97 97 112 108 108 108 123 115 115 115 135 124 124 124 157 157 136 136 136 154 151 151 160 171 171 171 194 182 182 182 200 200 200 230 230 230 230 I1 12 12 12 12 12 12 16 16 16 19 19 19 19 30 22 22 28 28 28 28 30 32 32 32 35 35 35 35 40 40 40 40 45 45 45 45 45 50 50 50 60 55 55 55 60 60 60 60 80 80 80 90 90 90 90 I2 12 12 12 12 12 12 12 12 12 12 12 12 16 12 16 19 12 16 19 22 16 19 22 28 19 22 28 32 22 28 32 35 22 28 32 35 40 35 40 45 50 40 45 50 40 45 50 55 65 75 85 80 85 90 105 23 www.lamasat.co.zm | Email: [email protected] Buttweld Moulded Fittings - continued Reducers - Concentric Continued DE2 I1 L I2 S2 S1 DE1 SDR 11 DE1 25 32 32 40 40 40 50 50 50 63 63 63 75 75 75 75 90 90 90 110 110 110 110 125 125 125 125 140 140 SDR 11 continued DE2 20 20 25 20 25 32 25 32 40 32 40 50 32 40 50 63 50 63 75 50 63 75 90 63 75 90 110 75 90 L 37 43 43 50 50 50 55 55 55 65 65 65 80 71 71 71 80 80 80 105 97 97 97 112 108 108 108 123 115 I1 12 12 12 12 12 12 12 12 12 16 16 16 19 19 19 19 30 22 22 28 28 28 28 30 32 32 32 35 35 I2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 16 12 16 19 12 16 19 22 16 19 22 28 19 22 DE1 140 140 160 160 160 160 180 180 180 180 180 200 200 200 225 225 225 225 250 250 250 250 280 280 280 315 315 315 315 D E2 L 115 115 135 124 124 124 157 157 136 136 136 154 151 151 160 171 171 171 194 182 182 182 200 200 200 230 230 230 230 110 125 90 110 125 140 90 110 125 140 160 140 160 180 140 160 180 200 160 180 200 225 200 225 250 200 225 250 280 I1 35 35 40 40 40 40 45 45 45 45 45 50 50 50 60 55 55 55 60 60 60 60 80 80 80 90 90 90 90 I2 28 32 22 28 32 35 22 28 32 35 40 35 40 45 50 40 45 50 40 45 50 55 65 75 85 80 85 90 105 24 www.lamasat.co.zm | Email: [email protected] Buttweld Moulded Fittings - continued Reducers - Concentric Continued DE2 I1 I2 S2 1 DE1 SDR 33 DE1 355 355 355 355 355 400 400 400 400 400 450 450 450 450 500 500 500 500 500 560 560 560 560 630 630 630 630 630 D E2 200 225 250 280 315 225 250 280 315 355 280 315 355 400 280 315 355 400 450 355 400 450 500 355 400 450 500 560 SDR 17 & 11 L 183 170 125 100 72 196 175 148 118 84 192 161 127 88 235 205 170 131 88 222 183 140 97 283 244 200 157 105 I1 30 34 30 32 30 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 I2 20 28 22 23 21 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 DE1 355 355 355 355 355 400 400 400 400 400 450 450 450 450 500 500 500 500 500 560 560 560 560 630 630 630 630 630 D E2 200 225 250 280 315 225 250 280 315 355 280 315 355 400 280 315 355 400 450 355 400 450 500 355 400 450 500 560 L 183 170 125 100 72 196 175 148 118 84 192 161 127 88 235 205 170 131 88 222 183 140 97 283 244 200 157 105 I1 30 34 30 32 30 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 I2 20 28 22 23 21 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 25 www.lamasat.co.zm | Email: [email protected] Buttweld Moulded Fittings - continued Reducers - Eccentric I L 1 DE2 S2 DE1 S1 I2 SDR 33 DE1 160 160 160 160 180 180 180 180 200 200 200 200 225 225 225 225 250 250 250 250 280 280 280 280 315 315 315 315 DE2 90 110 125 140 110 125 140 160 125 140 160 180 140 160 180 200 160 180 200 225 180 200 225 250 200 225 250 280 SDR 17 & 11 L 140 120 110 90 140 130 110 100 150 130 110 100 160 140 120 100 160 140 130 100 170 150 130 110 190 160 140 120 I1 54 45 44 33 54 52 41 43 61 50 41 43 65 57 48 40 62 54 55 40 66 58 52 47 78 62 57 54 SDR 17 I2 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 DE1 160 160 160 160 180 180 180 180 200 200 200 200 225 225 225 225 250 250 250 250 280 280 280 280 315 315 315 315 DE2 90 110 125 140 110 125 140 160 125 140 160 180 140 160 180 200 160 180 200 225 180 200 225 250 200 225 250 280 L 140 120 110 90 140 130 110 90 150 130 110 100 160 140 120 100 160 140 130 100 170 150 130 110 190 160 140 120 SDR 11 I1 54 45 44 33 54 52 41 33 61 50 41 43 65 57 48 40 62 54 55 40 66 58 52 47 78 62 57 54 L 140 120 110 100 140 130 120 100 150 130 120 100 160 140 120 110 170 150 130 110 180 160 140 120 190 170 150 130 I1 54 45 44 43 54 52 51 43 61 50 51 43 65 57 48 50 72 64 55 50 76 68 62 57 78 72 67 64 I2 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 26 www.lamasat.co.zm | Email: [email protected] Buttweld Moulded Fittings - continued DE 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 L 45 52 58 67 75 85 82 110 125 55 65 80 90 100 110 I 35 40 45 50 55 62 66 78 88 25 30 40 47 50 60 DE 25 25 32 32 32 40 40 40 50 50 50 50 63 75 G ½" ¾" ½" ¾" 1" ¾" 1" 1¼" ½" 1" 1¼" 1½" 2" 2½" L 40 39 36 36 39 45 45 45 47 47 49 49 54 58 I D 17 10 14 12 11 17 16 13 20 20 21 17 17 16 36 41 36 41 48 50 52 64 53 54 63 69 85 90 DE 20 25 32 40 50 63 G ½" ¾" 1" 1¼" 1½" 2" L 46 51 61 66 74 80 I1 I2 19 22 28 29 32 35 18 20 24 26 28 31 I L D S End Caps E D Adaptors: with female thread L I S E G D Adaptors: with male thread I1 L I2 G DE S 27 www.lamasat.co.zm | Email: [email protected] Buttweld Moulded Fittings - continued Unions - Short DE S Z Sizes 20mm to 75mm inclusive are all 110 mm long. Sizes 90mm and 110mm are 180mm long. Unions - Long SDR 17 & 11 DE 20 25 32 40 50 63 75 90 110 S Z DE Z 190 190 190 190 190 190 260 300 340 The unions consists of: - PE union end and union bush - PVC nut - EPDM or FPM gasket 28 www.lamasat.co.zm | Email: [email protected] Compression Fittings Lamasat is also a proud supplier of Alprene range of compression and transition fittings. These fittings are available in sizes from 16 - 110mm and have a maximum operating pressure of 16 bar. Alprene is renowned for quality products and services. Their compression fittings comply with the requirements of a number of South Africa specifications and, in Zambia. The Alprene fitting design uses the mechanical advantage of the nut thread to place the seal into a compressed position. This means no resistance when inserting the pipe into the fitting, thus eliminating damage or displacement to the seal during installation. Furthermore the fittings have no loose components which can be incorrectly assembled or lost. 29 www.lamasat.co.zm 39 | Email: [email protected] Full details of the dimensions and masses of each fitting is available in Lamasat's “Alprene Metric Technical Manual”. However included here below is an outline of the available range. Lamasat International we are proud distributors of the Alprene range of 10 bar rated compression fittings. Details of these fittings are set out in a separate “Alprene Compression Joints” catalogue Couplings (16mm to 110mm) Slip Couplings (20mm to 63mm) Reducing Tees (25mm x 20mm to 63mm x 50mm) 90° Male Elbows (25mm x ¾" and 32mm x 1") Reducing Couplings (20mm x 16mm to 110mm x 90mm) Female Iron Tees (16mm x ½" to 110mm x 4") 90° Female Elbows (16mm x ½" to 110mm x 4") Male Adaptors (16mm x ½" to 110mm x 4") Male Iron Tees (25mm x ½" and 25mm x ¾") End Caps (16mm to 110mm) Female Adaptors (16mm x ½" to 110mm x 4") 90° Elbows (16mm to 110mm) Equal Tees (16mm to 110mm) Slip Tees (20mm to 63mm) 30 www.lamasat.co.zm | Email: [email protected] Other Fittings Magnum Polypropylene Saddles To complete this comprehensive range of compression fittings Lamasat International also supply, range of polypropylene saddles for use on both PVC and HDPE pressure pipe. The Lamasat Saddles and fittings are engineered for use above or below ground for the transfer of fluids; including water, chemicals or slurries, frequently encountered in the civil engineering and mining or irrigation industries. Features • PN 16 (Blue) pressure ratings. • Nitrile sealing gasket for excellent sealing performance and chemical resistance. • Suitable for contact with potable water. • High grade polypropylene body selected for its tough, high impact, lightweight, and durable properties. • Stainless steel reinforcing rings on threaded branch. • Bolt clips to facilitate easy assembly. • Hexagon moulding to prevent bolt turning during assembly. • Supplied with Zinc electroplated steel bolts and nuts. Pipe External diameter (mm) Threaded off take FI (BSP) 25mm 25mm 32mm 32mm 32mm 40mm 40mm 40mm 50mm 50mm 50mm 63mm 63mm 63mm 63mm 63mm 75mm 75mm 75mm 75mm 75mm 75mm 90mm 90mm 90mm 90mm 90mm 90mm 110mm 110mm 110mm 110mm 110mm 110mm 160mm 160mm 160mm 160mm 160mm ½" ¾" ½" ¾" 1" " ½ ¾ " 1" " ½ ¾ " 1" " ½ ¾ " 1" 1 ¼" 1 ½" ½" ¾" 1" 1 ¼" 1 ½" 2" " ½ ¾ " 1" 1 ¼" 1 ½" 2" " ½ ¾ " 1" 1 ¼" 1 ½" 2" " 1¾ " 1 ¼" 1 ½" 2" Robust saddle tower design for long term stress Stainless steel reinforcement ring provides superior support to female off-take thread Sealing gasket is compressed onto pipe surface and provides tolerance to scuffed, scratched or oval pipe Rounded body shape prevents unnecessary stress on body during assembly C lips prevent bolt from displacing during assembly H exagonal groove prevents bolts from turning when tightening nut Reinforcing ribs strengthen pressure performance 41 31 41 www.lamasat.co.zm | Email: [email protected] Flanges Dimensions - Galvanised Steel (Stainless) Backing Rings. Size Bolt Size D1 PCD D Pipe Size 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 Pipe Size 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 B BS 10 Table D Dimensions - mm D1 PCD B D 8 66.7 95.5 30 8 73 101.6 38 8 82.6 114.3 45 10 87.3 120.6 52 10 98.4 133.3 63 10 114.3 152.4 74 10 127 165.1 86 12 146 184.1 103 15 177.8 215.9 128 15 209.6 254 135 15 209.6 254 158 15 279.4 235 188 15 235 285 188 16 292 336.6 236 16 323.9 369 236 16 355.6 406.4 279 20 355.6 406.4 292 20 406.4 457.2 350 23 469.9 527.1 367 23 520.7 577.9 430 25 584.2 641.4 476 25 641.4 704.9 533 30 698 762 592 30 755.7 825.5 662 Bolts Size No. M12 4 M12 4 M12 4 M12 4 M12 4 4 M16 4 M16 4 M16 4 M16 8 M16 8 M16 8 M16 M16 8 M16 8 M16 8 M20 8 8 M20 12 M20 M24 12 M24 12 M24 12 M24 16 M24 16 M24 16 BS 10 Table E Dimensions - mm Bolts Size No. PCD B D 8 95.5 M12 4 66.7 8 M12 101.6 73 4 M12 114.3 82.6 8 4 M12 120.6 87.3 10 4 M12 133.3 98.4 10 4 4 M16 152.4 114.3 10 4 M16 165.1 127 10 8 M16 184.1 146 12 8 M16 215.9 177.8 15 8 M16 254 209.6 15 209.6 8 M16 254 15 8 M20 279.4 18 235 M20 285 235 19 8 M20 336.6 292 19 8 M20 369 323.9 22 12 M20 406.4 12 355.6 22 M20 406.4 12 355.6 22 M24 457.2 12 406.4 25 M24 527.1 12 469.9 29 M24 577.9 12 520.7 29 M24 641.4 16 584.2 35 M24 704.9 16 641.4 38 M24 762 16 698 44 M30 825.5 16 755.7 47 SABS 1123 1600/3 Dimensions - mm D1 B PCD D 10 65 95 30 105 10 75 38 115 10 85 45 140 12 100 52 150 12 110 63 165 12 125 74 185 12 145 86 200 12 160 103 220 15 180 128 250 15 210 135 250 15 210 158 285 20 240 188 285 20 240 188 340 20 295 236 340 20 295 236 405 25 355 279 405 25 355 292 460 25 410 350 520 25 470 367 580 30 525 430 640 30 585 476 715 30 650 533 775 36 710 592 840 36 770 662 Bolts No. Size 4 M12 M12 4 M12 4 M16 4 M16 4 4 M16 4 M16 8 M16 8 M16 8 M16 8 M16 8 M20 M20 8 M20 12 M20 12 M24 12 M24 12 M24 12 M24 16 M24 16 M24 20 M30 20 M30 20 M30 20 SABS 1123 1000/3 Dimensions - mm Bolts No. D B Size PCD 95 10 4 M12 65 M12 105 10 75 4 M12 115 10 85 4 M16 140 12 100 4 M16 150 12 110 4 4 M16 165 12 125 4 M16 185 12 145 8 M16 200 12 160 8 M16 220 15 180 8 M16 250 15 210 8 M16 250 15 210 8 M20 285 20 240 M20 285 20 240 8 M20 340 20 295 8 M20 340 20 295 8 M20 395 25 350 12 M20 395 25 350 12 M20 445 25 400 12 M20 506 25 460 16 M24 565 30 515 16 M24 615 30 565 20 M24 670 30 620 20 M24 730 35 675 20 M24 780 38 725 20 ASA 150 Dimensions - mm D PCD B 89 10 60.3 98.6 10 69.8 108 10 79.4 117.5 12 88.9 127 12 98.4 152.4 12 120.6 177.8 12 139.7 190.5 12 152.4 228.6 15 190.5 254 15 215.9 254 15 215.9 279.4 20 241.3 280 20 241.3 343 20 298.4 343 20 298.4 406.4 25 361.9 406.4 25 361.9 482.6 25 431.8 533.4 25 476.2 596.9 30 539.7 635 30 577.8 698.5 30 635 812.8 36 749.3 Bolts Size No. M12 4 M12 4 M12 4 M12 4 M12 4 4 M16 4 M16 4 M16 8 M16 8 M16 8 M16 8 M16 M16 8 M16 8 M16 8 M20 12 M20 12 M20 12 M20 12 M24 12 M24 16 M24 16 M24 20 SABS 1123 600/3 Dimensions - mm Bolts No. D B Size PCD 80 10 4 M10 55 M10 90 10 65 4 M10 100 10 75 4 M12 120 10 90 4 M12 130 12 100 4 4 M12 140 12 110 4 M12 160 12 130 4 M16 190 12 150 4 M16 210 12 170 8 M16 240 15 200 8 M16 240 15 200 8 M16 265 15 225 M16 265 15 225 8 M16 320 20 280 8 M16 320 20 280 8 M16 375 20 335 12 M16 375 20 335 12 M20 440 20 395 12 M20 490 20 445 12 M20 540 25 495 16 M20 595 25 550 16 M20 645 25 600 20 M24 705 25 655 20 M24 755 25 705 20 32 www.lamasat.co.zm | Email: [email protected] Bolt dimensions for flanged connection Flange drilled to SABS 1193 (1977) Table 1 000 and 1 600 BOLTS OD NO SIZE 20 25 32 40 50 63 75 90 110 125 140 160 180 200 225 250 280 315 355 400 450 500 560 630 4 4 4 4 4 4 4 8 8 8 8 8 8 8/12* 8/12* 12 12 12 12/16* 16 20 20 20 20 M12 M12 M12 M16 M16 M16 M16 M16 M16 M16 M16 M20 M20 M20 M20 M20 M20 M20 M20/24* M24 M24 M24/30* M24/30* M24/30* LENGTH OF BOLTS Plastic to Plastic PN 4 - 10 75 75 75 90 90 90 90 90 115 115 115 140 140 140 165 180 180 200 200 230 230 230 230 300 PN 12 - 20 75 75 75 100 100 100 100 100 125 125 125 180 180 180 180 230 230 230 230 255 255 - Plastic to Steel PN 4 - 10 65 65 65 75 75 75 75 75 90 90 90 115 115 125 125 125 140 140 140 165 165 165 165 200 PN 12 - 20 65 65 65 75 75 75 75 75 90 90 90 125 125 125 125 165 165 165 165 165 180 - NOTE: The bolt diameters and lengths refer to flanges drilled to the above standard only. The lengths of bolts allow for gaskets and washers. * Items marked thus depict different bolt quantities and sizes for Table 1 000 and Table 1 600 flanges respectively. 33 www.lamasat.co.zm | Email: [email protected] Tech Fittings Tech fittings can be fabricated by butt-welding Tech stubs to any of the range of butt-weld fittings shown earlier so that they may be used with Tech Clamps. Tech Clamp Detail: B A C = Width A mm 165 186 198 215 246 278 293 322 354 Pipe OD 110 125 140 160 180 200 225 250 280 B mm 212 237 245 272 300 322 348 373 402 C mm 86 80 95 104 105 111 108 118 122 OD Victaulic Fittings As with Tech fittings, Victaulic fittings can be fabricated by butt-welding Victaulic stubs onto any of the range of butt-weld fittings. Victaulic Clamp Detail: A B C E X Z Y D S S Nominal size mm 50 80 100 150 200 250 A B C D E mm 25.0 25.0 27.0 27.0 30.0 30.0 mm 35.0 35.0 38.0 38.0 44.0 44.0 mm 82.5 111.0 141.5 194.0 255.5 314.5 mm 68.0 98.0 123.0 176.0 233.0 287.0 X Y mm mm mm 61.0 44.5 146.0 90.5 63.5 186.0 116.0 63.5 232.0 167.0 89.0 279.0 221.0 111.0 356.0 275.0 111.0 410.0 Z Bolt size mm 113.0 146.0 184.0 232.0 308.0 365.0 M12 M16 M16 M16 M20 M20 34 www.lamasat.co.zm | Email: [email protected] Design Considerations Flow The flow charts given here have each been calculated for a particular SDR and can therefore by applied to various pressure classes depending on the material designation and design stress. Only sizes covered by SABS ISO 4427 have been included in these charts. The table on the right gives the PN classes (pressure in bar) covered by each SDR. SDR 33 26 21 17 13.6 11 9 7.4 The nomogram and tables that follow provide a guide to friction losses that can be expected when using clean HDPE pressure pipes with clean water at 20°C. No account has been taken of any possible fittings in a line. PE100 ---6.3 8 10 12.5 16 20 ---- PE80 4 ---6.3 8 10 12.5 16 20 PE63 3.2 4 ---6.3 8 10 12.5 16 Nomogram Internal Diameter (mm) Flow Rate L/sec L/min Flow Velocity (m/s) Hydraulic Gradient m/100m pipe 15 20 0.01 25 30 35 0.05 0.1 40 0.2 50 0.01 1 0.02 0.3 0.4 0.5 60 1 0.05 2 3 4 5 0.03 0.1 2 90 3 4 5 100 20 150 200 250 300 350 30 40 50 100 200 300 400 500 1000 400 2000 500 Diagram for water at 10°C 3000 4000 5000 NOTE: For sizes not covered by Nomogram, please contact Technical Support Department. 0.04 0.05 1 0.15 0 0.2 30 40 50 0.3 100 0.4 70 80 0.02 0.5 200 300 400 500 0.1 0.2 0.3 0.4 0.5 1 1000 1 1.5 2000 2 3000 4000 5000 3 10000 4 2 3 4 5 5 20000 30000 40000 50000 3 m/min 1 00 10 10 15 200 0 300 20 20 Approximate values only 2 35 www.lamasat.co.zm | Email: [email protected] SDR 33 63 75 Size (mm-O.D.) 2.3 1.9 Wall thickness mm 59.2 70.4 Inside Diameter mm 3 G.P.H. l/s. m/hr. 396 1.8 0.5 0.32 792 3.6 1 1.11 0.48 1584 7.2 2 10.8 2.27 0.99 2376 3 3.77 1.65 3168 14.4 4 5.60 2.45 5 18 3960 7.74 3.38 6 21.6 4752 5544 7 10.16 4.45 25.2 8 12.87 5.63 6336 28.8 6.94 9 7128 32.4 36 8.36 7920 10 43.2 12 9504 11088 50.4 14 57.6 16 12672 14256 64.8 18 20 15840 72 79.2 22 17424 19008 86.4 24 20592 93.6 26 100.8 28 22176 30 108 23760 25344 115.2 32 26928 122.4 34 129.6 36 28512 30096 136.8 38 31680 40 144 35640 45 162 39600 180 50 43560 55 198 60 47520 216 51480 234 65 55440 252 70 75 59400 270 80 63360 288 71280 324 90 79200 360 100 87120 396 110 95040 432 120 102960 468 130 110880 504 140 118800 540 150 126720 576 160 134640 612 170 142560 648 180 684 190 150480 158400 720 200 756 210 166320 174240 792 220 182160 828 230 190080 864 240 198000 900 250 205920 936 260 213840 972 270 221760 1008 280 229680 1044 290 237600 1080 300 245520 1116 310 253440 1152 320 261360 1188 330 269280 1224 340 277200 1260 350 285120 1296 360 293040 1332 370 300960 1368 380 308880 1404 390 316800 1440 400 332640 1512 420 348480 1584 440 364320 1656 460 380160 1728 480 396000 1800 500 435600 1980 550 475200 2160 600 514800 2340 650 554400 2520 700 594000 2700 750 633600 2880 800 90 2.7 84.6 0.20 0.41 0.69 1.02 1.41 1.85 2.34 2.89 3.48 4.81 6.31 8.00 125 140 110 3.8 4.2 3.3 103.4 117.4 131.6 0.16 0.26 0.14 0.39 0.21 0.54 0.30 0.71 0.39 0.90 0.49 1.11 0.61 1.34 0.73 1.85 1.01 2.42 1.32 3.07 1.68 3.78 2.06 4.56 2.49 5.39 2.94 6.29 3.43 3.96 4.51 5.10 5.71 0.12 0.17 0.22 0.28 0.35 0.42 0.58 0.77 0.97 1.20 1.44 1.71 1.99 2.30 2.62 2.96 3.31 3.69 4.08 4.49 4.92 160 200 4.8 6.1 150.4 1 87.8 0.09 0.12 0.15 0.19 0.22 0.31 0.41 0.51 0.63 0.76 0.90 1.05 1.21 1.38 1.56 1.75 1.95 2.16 2.38 2.60 3.21 3.86 0.06 0.08 0.11 0.14 0.18 0.22 0.26 0.31 0.37 0.42 0.48 0.54 0.61 0.68 0.75 0.82 0.90 1.11 1.34 1.59 1.85 2.13 2.43 2.74 3.08 250 7.6 234.8 0.05 0.06 0.08 0.09 0.11 0.13 0.15 0.17 0.19 0.21 0.23 0.26 0.28 0.31 0.38 0.46 0.55 0.64 0.73 0.84 0.95 1.06 1.31 1.57 1.86 2.17 2.50 315 9.5 296.0 0.04 0.04 0.05 0.05 0.06 0.07 0.08 0.09 0.09 0.10 0.13 0.15 0.18 0.21 0.24 0.28 0.31 0.35 0.43 0.52 0.62 0.72 0.83 0.95 1.07 1.20 1.33 1.48 1.62 1.78 1.94 355 450 400 500 560 12.1 10.8 13.6 15.2 17.0 333.4 302.6 422.8 469.6 526.0 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.06 0.07 0.09 0.10 0.12 0.14 0.16 0.18 0.20 0.25 0.30 0.35 0.41 0.47 0.54 0.61 0.68 0.76 0.84 0.92 1.01 1.10 1.19 1.29 1.39 1.50 1.60 0.02 0.03 0.03 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.14 0.17 0.20 0.23 0.27 0.30 0.34 0.38 0.43 0.47 0.52 0.57 0.62 0.67 0.73 0.79 0.85 0.91 0.97 1.03 1.10 1.17 1.24 1.31 1 .38 0.02 0.03 0.03 0.04 0.04 0.05 0.06 0.06 0.08 0.10 0.11 0.13 0.15 0.17 0.20 0.22 0.24 0.27 0.30 0.32 0.35 0.38 0.42 0.45 0.48 0.52 0.55 0.59 0.63 0.67 0.70 0.75 0.79 0.83 0.87 0.92 0.96 1.01 1.06 1.11 1 .21 0.02 0.02 0.03 0.03 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.12 0.13 0.15 0.16 0.18 0.20 0.21 0.23 0.25 0.27 0.29 0.31 0.33 0.36 0.38 0.40 0.43 0.45 0.48 0.50 0.53 0.56 0.58 0.61 0.64 0.67 0.73 0.79 0.86 0.93 1.00 0.02 0.02 0.02 0.02 0.03 0.03 0.04 0.05 0.05 0.06 0.07 0.08 0.09 0.10 0.10 0.11 0.12 0.14 0.15 0.16 0.17 0.18 0.19 0.21 0.22 0.23 0.25 0.26 0.28 0.29 0.31 0.32 0.34 0.36 0.37 0.39 0.43 0.46 0.50 0.54 0.58 0.69 0.80 0.92 630 19.1 591.8 0.02 0.02 0.02 0.03 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.07 0.07 0.08 0.08 0.09 0.10 0.10 0.11 0.12 0.13 0.13 0.14 0.15 0.16 0.17 0.18 0.18 0.19 0.20 0.21 0.22 0.24 0.26 0.29 0.31 0.33 0.39 0.46 0.53 0.60 0.68 0.76 © Copyright Notes: 1. The colour coding represents the approximate velocity of the water in the size of pipe chosen. 2. If two or more size columns have the same colouring then there is a choice of suitable sizes each with its own friction loss value. 3. The range of velocities (metres per second) represented by the colours is as follows: Colour Code Unshaded numbers above Yellow Yellow Light Green Dark Green Tan Unshaded numbers below Tan Velocity - m/s <0.5 but not < 0.3 -0.5 to 0.99 -1.0 to 1.49 -1.5 to 1.99 -2.0 to 2.49 >2.5 but not > 3.0 Comments too big a smaller pipe may be more suitable about right about right a bigger pipe may be more suitable too small 36 www.lamasat.co.zm | Email: [email protected] SDR 26 40 Size (mm-O.D.) 1.6 Wall thickness mm 36.8 Inside Diameter mm 3 G.P.H. l/s. m/hr. 396 1.8 0.5 0.92 3.13 792 3.6 1 1584 7.2 2 10.69 3 21.91 10.8 2376 3168 14.4 4 5 18 3960 6 21.6 4752 5544 7 25.2 8 6336 28.8 9 7128 32.4 36 7920 10 9504 43.2 12 11088 50.4 14 57.6 16 12672 14256 64.8 18 20 15840 72 79.2 22 17424 19008 86.4 24 20592 93.6 26 100.8 28 22176 30 108 23760 25344 115.2 32 26928 122.4 34 129.6 36 28512 30096 136.8 38 31680 40 144 35640 45 162 39600 50 180 55 43560 198 60 47520 216 234 51480 65 252 55440 70 75 59400 270 80 63360 288 71280 324 90 79200 360 100 87120 396 110 95040 432 120 102960 468 130 110880 504 140 118800 540 150 126720 576 160 134640 612 170 142560 648 180 684 190 150480 158400 720 200 756 210 166320 174240 792 220 182160 828 230 190080 864 240 198000 900 250 205920 936 260 213840 972 270 221760 1008 280 229680 1044 290 237600 1080 300 245520 1116 310 253440 1152 320 261360 1188 330 269280 1224 340 277200 1260 350 285120 1296 360 293040 1332 370 300960 1368 380 308880 1404 390 316800 1440 400 332640 1512 420 348480 1584 440 364320 1656 460 380160 1728 480 396000 1800 500 435600 1980 550 475200 2160 600 514800 2340 650 554400 2520 700 594000 2700 750 633600 2880 800 50 1.9 46.2 0.31 1.06 3.61 7.40 12.32 18.28 63 2.4 58.2 0.35 1.20 2.46 4.09 6.08 8.39 11.02 75 2.9 69.2 90 110 3.5 4.2 83.0 101.6 0.53 1.08 1.79 2.66 3.67 4.83 6.11 7.53 9.07 0.22 0.45 0.75 1.12 1.54 2.03 2.57 3.16 3.81 5.26 6.91 8.76 0.17 0.29 0.43 0.59 0.77 0.98 1.21 1.45 2.01 2.64 3.34 4.11 4.96 5.87 6.84 125 4.8 115.4 140 5.4 129.2 0.16 0.23 0.32 0.42 0.53 0.66 0.79 1.09 1.44 1.82 2.24 2.70 3.20 3.73 4.29 4.90 5.53 0.09 0.14 0.19 0.25 0.31 0.38 0.46 0.64 0.84 1.06 1.31 1.57 1.86 2.17 2.51 2.86 3.23 3.62 4.03 4.46 4.90 5.37 160 6.2 147.6 0.10 0.13 0.16 0.20 0.24 0.34 0.44 0.56 0.69 0.83 0.99 1.15 1.33 1.51 1.71 1.92 2.13 2.36 2.60 2.85 3.51 4.22 200 7.7 184.6 0.06 0.07 0.08 0.12 0.15 0.19 0.24 0.29 0.34 0.40 0.46 0.52 0.59 0.66 0.73 0.81 0.89 0.98 1.21 1.45 1.72 2.01 2.31 2.64 2.98 3.34 250 9.6 230.8 0.05 0.07 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.23 0.25 0.28 0.31 0.34 0.42 0.50 0.59 0.69 0.80 0.91 1.03 1.15 1.42 1.71 2.02 2.36 355 400 315 450 12.1 13.7 15.4 17.3 290.8 327.6 369.2 415.4 0.03 0.04 0.05 0.05 0.06 0.07 0.08 0.08 0.09 0.10 0.11 0.14 0.17 0.20 0.23 0.26 0.30 0.34 0.38 0.47 0.57 0.67 0.78 0.90 1.03 1.16 1.30 1.45 1.61 1 .77 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.06 0.08 0.09 0.11 0.13 0.15 0.17 0.19 0.22 0.27 0.32 0.38 0.44 0.51 0.58 0.66 0.74 0.82 0.91 1.00 1.10 1.19 1.30 1.40 1.51 1 .63 0.02 0.03 0.03 0.03 0.04 0.04 0.05 0.06 0.07 0.08 0.10 0.11 0.12 0.15 0.18 0.22 0.25 0.29 0.33 0.37 0.42 0.46 0.51 0.57 0.62 0.68 0.73 0.79 0.86 0.92 0.99 1.05 1.12 1.20 1.27 1.35 1.42 0.02 0.03 0.03 0.04 0.04 0.05 0.06 0.06 0.07 0.09 0.10 0.12 0.14 0.16 0.19 0.21 0.24 0.26 0.29 0.32 0.35 0.38 0.42 0.45 0.49 0.52 0.56 0.60 0.64 0.68 0.72 0.77 0.81 0.86 0.90 0.95 1.00 1.05 1.10 1.15 1.20 560 500 19.2 21.5 461.6 517.0 0.02 0.02 0.03 0.03 0.03 0.04 0.04 0.05 0.06 0.07 0.09 0.10 0.11 0.13 0.14 0.16 0.18 0.19 0.21 0.23 0.25 0.27 0.29 0.32 0.34 0.36 0.39 0.41 0.44 0.46 0.49 0.52 0.55 0.57 0.60 0.63 0.66 0.70 0.73 0.79 0.86 0.93 1.01 1.08 0.02 0.02 0.02 0.02 0.03 0.04 0.04 0.05 0.06 0.07 0.07 0.08 0.09 0.10 0.11 0.12 0.14 0.15 0.16 0.17 0.18 0.20 0.21 0.23 0.24 0.25 0.27 0.29 0.30 0.32 0.33 0.35 0.37 0.39 0.41 0.42 0.46 0.50 0.54 0.59 0.63 0.75 0.87 630 24.2 581.6 0.01 0.02 0.02 0.02 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.06 0.07 0.08 0.08 0.09 0.10 0.11 0.11 0.12 0.13 0.14 0.15 0.15 0.16 0.17 0.18 0.19 0.20 0.21 0.22 0.23 0.24 0.26 0.29 0.31 0.33 0.36 0.42 0.50 0.57 0.65 0.74 © Copyright How to read the charts: 1. Choose the particular chart for the material designation (PE 100, PE 80, PE 63) and pressure class (PN 16, PN 10 etc.) of pipe being used. 2. In one of the first 3 columns find the nearest value of the quantity of water to be pumped. The three columns give the quantity of water in different units. GPH = Gallons per hour, m³/hr = cubic metres per hour, l/s = litres per second. 3. Run your eye along the horizontal line found in instruction 2 above until you get to numbers which are shaded light green. The number in the shaded block is the friction loss (expressed in metres per 100 metres) for the size of pipe given at the top of the particular column. 4. The reverse sequence 37 www.lamasat.co.zm | Email: [email protected] SDR 21 Size (mm-O.D.) Wall thickness mm Inside Diameter mm 3 l/s. G.P.H. m/hr. 0.4 0.1 79 158 0.7 0.2 238 1.1 0.3 317 1.4 0.4 396 1.8 0.5 2.2 0.6 475 2.5 0.7 554 634 2.9 0.8 713 3.2 0.9 1 792 3.6 7.2 1584 2 2376 10.8 3 14.4 3168 4 5 18 3960 6 21.6 4752 25.2 7 5544 28.8 6336 8 7128 32.4 9 10 7920 36 43.2 12 9504 50.4 14 11088 12672 57.6 16 14256 64.8 18 15840 72 20 17424 79.2 22 19008 86.4 24 20592 93.6 26 22176 100.8 28 108 30 23760 115.2 32 25344 122.4 34 26928 129.6 36 28512 30096 136.8 38 40 31680 144 35640 45 162 39600 50 180 43560 55 198 47520 60 216 51480 234 65 55440 252 70 59400 75 270 63360 80 288 324 71280 90 79200 360 100 396 87120 110 432 95040 120 130 468 102960 140 110880 504 118800 150 540 126720 160 576 134640 612 170 142560 180 648 150480 190 684 158400 200 720 166320 210 756 174240 220 792 182160 230 828 190080 240 864 198000 250 900 205920 260 936 972 213840 270 221760 1008 280 229680 1044 290 237600 1080 300 245520 1116 310 253440 1152 320 261360 1188 330 269280 1224 340 277200 1260 350 285120 1296 360 370 293040 1332 380 300960 1368 308880 1404 390 316800 1440 400 332640 1512 420 348480 1584 440 460 364320 1656 480 380160 1728 396000 1800 500 435600 1980 550 475200 2160 600 514800 2340 650 700 554400 2520 750 594000 2700 633600 2880 800 25 1.6 21.8 32 1.6 28.8 2.21 4.52 7.52 11.17 15.42 20.25 25.65 31.60 38.08 0.58 1.20 0.67 1.99 2.96 0.99 4.08 1.37 5.37 1.80 6.80 2.28 2.81 8.37 10.09 3.39 34.41 11.56 23.69 40 1.9 36.2 50 2.4 45.2 0.34 0.48 0.63 0.79 0.98 1.18 4.01 8.22 13.67 20.29 63 3.0 57.0 0.26 0.32 0.39 1.33 2.72 4.52 6.71 9.27 12.17 75 3.6 67.8 90 4.3 81.4 0.58 1.19 1.98 2.93 4.05 5.32 6.74 8.30 1 0.00 0.24 0.50 0.83 1.23 1.69 2.22 2.82 3.47 4.18 5.78 7.59 110 5.2 99.6 125 6.0 113.0 0.19 0.32 0.47 0.65 0.85 1.08 1.33 1.60 2.21 2.90 3.67 4.52 5.45 6.45 0.10 0.17 0.26 0.35 0.47 0.59 0.73 0.87 1.21 1.59 2.01 2.48 2.98 3.53 4.12 4.75 5.41 6.12 140 6.7 126.6 0.10 0.15 0.21 0.27 0.34 0.42 0.51 0.70 0.92 1.17 1.44 1.74 2.05 2.40 2.76 3.15 3.56 3.99 4.44 4.91 160 7.6 144.8 0.08 0.11 0.14 0.18 0.22 0.27 0.37 0.49 0.62 0.76 0.91 1.08 1.26 1.45 1.66 1.87 2.10 2.34 2.59 2.85 3.12 3.84 200 9.5 181.0 0.06 0.08 0.09 0.13 0.17 0.21 0.26 0.32 0.37 0.44 0.50 0.57 0.65 0.72 0.81 0.89 0.98 1.08 1.32 1.60 1.89 2.20 2.54 2.90 3.27 250 11.9 226.2 0.04 0.06 0.07 0.09 0.11 0.13 0.15 0.17 0.20 0.22 0.25 0.28 0.31 0.34 0.37 0.46 0.55 0.65 0.76 0.88 1.00 1.13 1.27 1.56 1.88 2.23 2.60 315 15.0 285.0 0.04 0.04 0.05 0.06 0.07 0.07 0.08 0.09 0.10 0.11 0.12 0.15 0.18 0.22 0.25 0.29 0.33 0.38 0.42 0.52 0.62 0.74 0.86 0.99 1.13 1.28 1.43 1.60 1.77 1.95 355 16.9 321.2 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.06 0.07 0.09 0.10 0.12 0.14 0.16 0.19 0.21 0.24 0.29 0.35 0.42 0.49 0.58 0.64 0.72 0.81 0.90 1.00 1.10 1.20 1.31 1.43 1.54 1.66 400 19.0 362.0 0.03 0.03 0.03 0.04 0.04 0.05 0.06 0.07 0.08 0.09 0.11 0.12 0.13 0.17 0.20 0.24 0.28 0.32 0.36 0.41 0.46 0.51 0.56 0.62 0.68 0.74 0.81 0.87 0.94 1.01 1.08 1.16 1.23 1.31 1.40 450 21.4 407.2 0.02 0.03 0.03 0.04 0.05 0.05 0.06 0.07 0.08 0.09 0.11 0.13 0.16 0.18 0.21 0.23 0.26 0.29 0.32 0.35 0.39 0.42 0.46 0.50 0.54 0.58 0.62 0.66 0.70 0.75 0.80 0.84 0.89 0.94 0.99 1.05 1.10 1.15 1.21 1 .27 500 23.8 452.4 0.02 0.02 0.03 0.03 0.04 0.04 0.05 0.06 0.07 0.08 0.10 0.11 0.13 0.14 0.16 0.18 0.20 0.21 0.24 0.26 0.28 0.30 0.32 0.35 0.37 0.40 0.43 0.45 0.48 0.51 0.54 0.57 0.60 0.63 0.67 0.70 0.73 0.77 0.80 0.87 0.95 1.03 1.11 560 26.7 506.6 0.02 0.02 0.02 0.02 0.03 0.03 0.04 0.05 0.06 0.06 0.07 0.08 0.09 0.10 0.11 0.13 0.14 0.15 0.16 0.18 0.19 0.20 0.22 0.23 0.25 0.26 0.28 0.30 0.31 0.33 0.35 0.37 0.39 0.41 0.43 0.45 0.47 0.51 0.55 0.60 0.65 0.69 0.82 0.96 630 30.0 570.0 0.02 0.02 0.02 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.06 0.07 0.08 0.09 0.09 0.10 0.11 0.12 0.12 0.13 0.14 0.15 0.16 0.17 0.18 0.19 0.20 0.21 0.22 0.23 0.24 0.25 0.27 0.29 0.32 0.34 0.37 0.40 0.47 0.55 0.63 0.72 0.81 © Copyright Notes: 1. The colour coding represents the approximate velocity of the water in the size of pipe chosen. 2. If two or more size columns have the same colouring then there is a choice of suitable sizes each with its own friction loss value. 3. The range of velocities (metres per second) represented by the colours is as follows: Colour Code Unshaded numbers above Yellow Yellow Light Green Dark Green Tan Unshaded numbers below Tan Velocity - m/s <0.5 but not < 0.3 -0.5 to 0.99 -1.0 to 1.49 -1.5 to 1.99 -2.0 to 2.49 >2.5 but not > 3.0 Comments too big a smaller pipe may be more suitable about right about right a bigger pipe may be more suitable too small 38 www.lamasat.co.zm | Email: [email protected] SDR 17 Size (mm-O.D.) Wall thickness mm Inside Diameter mm 3 l/s. G.P.H. m/hr. 0.4 0.1 79 158 0.7 0.2 238 1.1 0.3 317 1.4 0.4 396 1.8 0.5 2.2 0.6 475 2.5 0.7 554 634 2.9 0.8 713 3.2 0.9 1 792 3.6 7.2 1584 2 2376 10.8 3 14.4 3168 4 5 18 3960 6 21.6 4752 25.2 7 5544 28.8 6336 8 7128 32.4 9 10 7920 36 9504 43.2 12 50.4 14 11088 12672 57.6 16 14256 64.8 18 15840 72 20 17424 79.2 22 19008 86.4 24 20592 93.6 26 22176 100.8 28 108 30 23760 115.2 32 25344 122.4 34 26928 129.6 36 28512 30096 136.8 38 40 31680 144 35640 45 162 39600 50 180 43560 55 198 47520 60 216 51480 234 65 55440 252 70 59400 75 270 63360 80 288 324 71280 90 79200 360 100 396 87120 110 432 95040 120 130 468 102960 140 110880 504 118800 150 540 126720 160 576 134640 612 170 142560 180 648 150480 190 684 158400 200 720 166320 210 756 174240 220 792 182160 230 828 190080 240 864 198000 250 900 205920 260 936 972 213840 270 221760 1008 280 229680 1044 290 237600 1080 300 245520 1116 310 253440 1152 320 261360 1188 330 269280 1224 340 277200 1260 350 285120 1296 360 370 293040 1332 380 300960 1368 308880 1404 390 316800 1440 400 332640 1512 420 348480 1584 440 460 364320 1656 480 380160 1728 396000 1800 500 435600 1980 550 475200 2160 600 514800 2340 650 700 554400 2520 750 594000 2700 633600 2880 800 25 1.6 21.8 32 1.9 28.2 2.21 4.52 7.52 11.17 15.42 20.25 25.65 31.60 38.08 0.65 1.32 2.20 3.27 4.52 5.93 7.51 9.26 11.15 40 2.4 35.2 0.46 0.77 1.14 1.57 2.06 2.61 3.21 3.87 1 3.21 50 2.9 44.2 0.38 0.53 0.70 0.88 1.09 1.31 4.46 9.14 15.21 63 3.7 55.6 0.29 0.36 0.44 1.49 3.06 5.09 7.56 10.43 13.71 75 4.4 66.2 90 5.3 79.4 0.65 1.33 2.21 3.29 4.54 5.96 7.55 9.30 11.21 0.27 0.56 0.93 1.38 1.91 2.51 3.17 3.91 4.71 6.50 8.54 110 6.5 97.0 125 7.4 110.2 0.22 0.36 0.53 0.73 0.96 1.22 1.50 1.81 2.50 3.29 4.16 5.13 6.18 7.32 0.12 0.19 0.29 0.40 0.52 0.66 0.82 0.99 1.36 1.79 2.27 2.79 3.36 3.98 4.64 5.35 6.10 140 8.2 123.6 0.11 0.17 0.23 0.30 0.38 0.47 0.57 0.79 1.03 1.31 1.61 1.95 2.30 2.69 3.10 3.53 3.99 4.47 4.98 160 9.4 141.2 0.09 0.12 0.16 0.20 0.25 0.30 0.42 0.55 0.69 0.86 1.03 1.22 1.42 1.64 1.87 2.11 2.37 2.64 2.92 3.21 3.52 4.33 200 11.8 176.4 0.07 0.09 0.10 0.14 0.19 0.24 0.30 0.36 0.42 0.49 0.57 0.65 0.73 0.82 0.91 1.01 1.11 1.22 1.50 1.81 2.14 2.49 2.87 3.27 250 315 14.7 18.5 220.6 278.0 0.05 0.07 0.08 0.10 0.12 0.15 0.17 0.20 0.22 0.25 0.28 0.31 0.35 0.38 0.42 0.52 0.62 0.74 0.86 0.99 1.13 1.27 1.43 1.76 2.12 2.51 0.03 0.04 0.05 0.06 0.06 0.07 0.08 0.09 0.10 0.12 0.13 0.14 0.17 0.21 0.24 0.28 0.33 0.37 0.42 0.47 0.58 0.70 0.83 0.97 1.12 1.28 1.44 1.62 1.80 1.99 355 20.9 313.2 0.03 0.04 0.04 0.05 0.05 0.06 0.07 0.07 0.08 0.10 0.12 0.14 0.16 0.19 0.21 0.24 0.27 0.33 0.40 0.47 0.55 0.63 0.72 0.82 0.91 1.02 1.13 1.24 1.36 1.48 1.61 1 .74 400 23.5 353.0 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.07 0.08 0.09 0.10 0.12 0.14 0.15 0.19 0.23 0.27 0.31 0.36 0.41 0.46 0.52 0.58 0.64 0.70 0.77 0.84 0.91 0.98 1.06 1.14 1.22 1.31 1.39 1.48 450 26.5 397.0 0.02 0.03 0.03 0.04 0.04 0.05 0.06 0.07 0.08 0.09 0.11 0.13 0.15 0.18 0.20 0.23 0.26 0.30 0.33 0.36 0.40 0.44 0.48 0.52 0.56 0.61 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.01 1.06 1.12 1.18 1.24 1.30 500 29.4 441.2 0.02 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.08 0.09 0.11 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.29 0.31 0.34 0.37 0.39 0.42 0.45 0.48 0.51 0.54 0.58 0.61 0.64 0.68 0.71 0.75 0.79 0.82 0.86 0.90 0.98 1.07 560 32.9 494.2 0.02 0.02 0.02 0.03 0.03 0.04 0.05 0.05 0.06 0.07 0.08 0.09 0.10 0.12 0.13 0.14 0.15 0.17 0.18 0.20 0.21 0.23 0.25 0.26 0.28 0.30 0.32 0.33 0.35 0.37 0.39 0.42 0.44 0.46 0.48 0.50 0.53 0.57 0.62 0.67 0.73 0.78 0.82 630 37.1 555.8 0.02 0.02 0.02 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.07 0.07 0.08 0.09 0.10 0.10 0.11 0.12 0.13 0.14 0.15 0.16 0.17 0.18 0.19 0.20 0.21 0.23 0.24 0.25 0.26 0.27 0.29 0.30 0.33 0.36 0.38 0.41 0.45 0.53 0.62 0.71 0.81 © Copyright How to read the charts: 1. Choose the particular chart for the material designation (PE 100, PE 80, PE 63) and pressure class (PN 16, PN 10 etc.) of pipe being used. 2. In one of the first 3 columns find the nearest value of the quantity of water to be pumped. The three columns give the quantity of water in different units. GPH = Gallons per hour, m³/hr = cubic metres per hour, l/s = litres per second. 3. Run your eye along the horizontal line found in instruction 2 above until you get to numbers which are shaded light green. The number in the shaded block is the friction loss (expressed in metres per 100 metres) for the size of pipe given at the top of the particular column. 4. The reverse sequence 39 www.lamasat.co.zm | Email: [email protected] SDR 13.6 Size (mm-O.D.) Wall thickness mm Inside Diameter mm 3 G.P.H. l/s. m/hr. 0.4 0.1 79 0.7 0.2 158 1.1 0.3 238 1.4 0.4 317 1.8 0.5 396 2.2 0.6 475 2.5 0.7 554 634 2.9 0.8 3.2 0.9 713 1 3.6 792 7.2 2 1584 10.8 2376 3 14.4 3168 4 5 18 3960 21.6 6 4752 25.2 5544 7 28.8 6336 8 32.4 7128 9 36 10 7920 43.2 12 9504 50.4 14 11088 57.6 16 12672 14256 64.8 18 15840 72 20 17424 79.2 22 86.4 24 19008 93.6 26 20592 22176 100.8 28 108 30 23760 115.2 32 25344 122.4 34 26928 129.6 36 28512 136.8 38 30096 40 144 31680 162 35640 45 39600 50 180 43560 55 198 47520 216 60 234 51480 65 252 55440 70 270 59400 75 288 63360 80 324 71280 90 79200 360 100 396 87120 110 95040 120 432 102960 130 468 110880 140 504 540 118800 150 576 126720 160 134640 612 170 142560 648 180 684 150480 190 720 158400 200 756 166320 210 792 174240 220 828 182160 230 864 190080 240 900 198000 250 936 205920 260 972 213840 270 221760 1008 280 229680 1044 290 237600 1080 300 245520 1116 310 253440 1152 320 261360 1188 330 269280 1224 340 277200 1260 350 285120 1296 360 370 293040 1332 380 300960 1368 308880 1404 390 316800 1440 400 332640 1512 420 348480 1584 440 460 364320 1656 380160 1728 480 396000 1800 500 435600 1980 550 475200 2160 600 514800 2340 650 700 554400 2520 20 1.6 16.8 2.24 7.64 15.66 26.07 38.69 53.42 25 1.8 21.4 32 2.4 27.2 2.41 4.94 8.22 12.20 16.84 22.13 28.02 34.52 41.60 0.77 1.57 2.62 3.89 5.37 7.05 8.93 11.00 13.25 40 2.9 34.2 0.53 0.88 1.30 1.80 2.36 2.99 3.69 4.44 15.16 50 3.7 42.6 0.31 0.46 0.63 0.83 1.05 1.29 1.56 5.32 10.90 18.13 63 4.6 53.8 0.27 0.34 0.42 0.51 1.75 3.58 5.96 8.84 12.21 75 5.5 64.0 0.22 0.76 1.56 2.60 3.86 5.33 7.01 8.87 10.93 90 6.6 76.8 0.32 0.66 1.09 1.62 2.24 2.94 3.72 4.58 5.52 7.62 110 .1 125 9.2 98 3.8 106.6 0.25 0.42 0.62 0.86 1.13 1.43 1.76 2.13 2.94 3.86 4.89 6.02 7.25 0.14 0.23 0.34 0.47 0.61 0.78 0.96 1.16 1.60 2.10 2.65 3.27 3.94 4.66 5.44 6.27 140 10.3 119.4 0.13 0.20 0.27 0.36 0.45 0.56 0.67 0.93 1.22 1.55 1.90 2.29 2.72 3.17 3.65 4.16 4.70 5.27 160 11.8 136.4 0.10 0.14 0.19 0.24 0.30 0.36 0.49 0.65 0.82 1.01 1.22 1.44 1.68 1.93 2.21 2.49 2.79 3.11 3.44 3.79 4.15 200 14.7 170.6 0.07 0.08 0.10 0.12 0.17 0.22 0.28 0.35 0.42 0.50 0.58 0.67 0.76 0.86 0.96 1.07 1.18 1.30 1.43 1.76 2.12 2.51 2.92 3.37 250 18.4 213.2 315 23.2 268.6 0.06 0.08 0.10 0.12 0.14 0.17 0.20 0.23 0.26 0.30 0.33 0.37 0.41 0.45 0.49 0.61 0.73 0.87 1.01 1.16 1.33 1.50 1.68 2.07 2.49 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.12 0.14 0.15 0.16 0.20 0.24 0.29 0.34 0.39 0.44 0.50 0.56 0.69 0.83 0.98 1.14 1.32 1.50 1.70 1.90 355 400 26.1 29.4 302.8 341.2 0.03 0.04 0.04 0.05 0.06 0.06 0.07 0.08 0.08 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.28 0.32 0.39 0.47 0.55 0.65 0.74 0.85 0.96 1.07 1.20 1.32 1.46 1.60 1.74 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.06 0.08 0.09 0.11 0.12 0.14 0.16 0.18 0.22 0.26 0.31 0.37 0.42 0.48 0.54 0.61 0.68 0.75 0.82 0.90 0.98 1.07 1.16 1.25 1.34 1.44 1.54 450 500 33.1 36.8 383.8 426.4 0.02 0.03 0.03 0.04 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.13 0.15 0.18 0.21 0.24 0.27 0.31 0.35 0.39 0.43 0.47 0.51 0.56 0.61 0.66 0.71 0.76 0.82 0.88 0.93 0.99 1.06 1.12 1.18 1.25 1.32 0.02 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.08 0.09 0.11 0.13 0.15 0.17 0.19 0.21 0.23 0.26 0.28 0.31 0.34 0.37 0.40 0.43 0.46 0.50 0.53 0.57 0.60 0.64 0.68 0.72 0.76 0.80 0.84 560 41.2 477.6 0.02 0.02 0.02 0.03 0.03 0.04 0.04 0.05 0.06 0.07 0.08 0.10 0.11 0.12 0.14 0.15 0.17 0.18 0.20 0.21 0.23 0.25 0.27 0.29 0.31 0.33 0.35 0.37 0.39 0.42 0.44 0.46 0.49 0.51 0.54 0.57 0.59 0.62 0.67 0.73 0.79 0.85 0.92 630 46.3 537.4 0.02 0.02 0.02 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.07 0.08 0.09 0.09 0.10 0.11 0.12 0.13 0.14 0.15 0.16 0.18 0.19 0.20 0.21 0.22 0.24 0.25 0.26 0.28 0.29 0.31 0.32 0.34 0.35 0.38 0.42 0.45 0.49 0.52 0.62 0.72 0.83 © Copyright Notes: 1. The colour coding represents the approximate velocity of the water in the size of pipe chosen. 2. If two or more size columns have the same colouring then there is a choice of suitable sizes each with its own friction loss value. 3. The range of velocities (metres per second) represented by the colours is as follows: Colour Code Unshaded numbers above Yellow Yellow Light Green Dark Green Tan Unshaded numbers below Tan Velocity - m/s <0.5 but not < 0.3 -0.5 to 0.99 -1.0 to 1.49 -1.5 to 1.99 -2.0 to 2.49 >2.5 but not > 3.0 Comments too big a smaller pipe may be more suitable about right about right a bigger pipe may be more suitable too small 40 www.lamasat.co.zm | Email: [email protected] SDR 11 16 Size (mm-O.D.) 1.6 Wall thickness mm 12.8 Inside Diameter mm 3 G.P.H. /s. l m/hr. 0.4 0.1 8.20 79 0.7 0.2 27.96 158 1.1 0.3 57.31 238 1.4 0.4 317 1.8 0.5 396 2.2 0.6 475 2.5 0.7 554 634 2.9 0.8 3.2 0.9 713 1 3.6 792 7.2 2 1584 10.8 3 2376 14.4 3168 4 18 5 3960 6 21.6 4752 7 25.2 5544 28.8 6336 8 7128 32.4 9 10 7920 36 43.2 12 9504 50.4 14 11088 57.6 16 12672 14256 64.8 18 20 72 15840 79.2 22 17424 19008 86.4 24 93.6 26 20592 22176 100.8 28 23760 108 30 115.2 32 25344 26928 122.4 34 129.6 36 28512 136.8 38 30096 40 144 31680 45 162 35640 50 180 39600 43560 55 198 47520 60 216 51480 65 234 55440 70 252 75 270 59400 80 288 63360 90 71280 324 79200 100 360 396 87120 110 120 432 95040 468 130 102960 140 504 110880 150 540 118800 160 576 126720 134640 612 170 142560 180 648 190 684 150480 200 720 158400 210 756 166320 220 792 174240 230 828 182160 240 864 190080 250 900 198000 260 936 205920 972 270 213840 280 221760 1008 290 229680 1044 300 237600 1080 310 245520 1116 320 253440 1152 330 261360 1188 340 269280 1224 350 277200 1260 360 285120 1296 370 293040 1332 380 300960 1368 390 308880 1404 400 316800 1440 420 332640 1512 440 348480 1584 460 364320 1656 480 380160 1728 500 396000 1800 550 435600 1980 600 475200 2160 650 2340 514800 700 554400 2520 20 1.8 16.4 25 2.3 20.4 2.51 8.57 17.57 29.24 43.40 59.93 0.89 3.03 6.20 10.32 15.32 21.16 27.80 35.21 43.37 32 2.9 26.2 0.92 1.88 3.13 4.65 6.41 8.43 10.67 13.15 15.84 40 3.6 32.8 0.64 1.07 1.59 2.20 2.89 3.66 4.50 5.43 18.50 50 4.5 41.0 0.37 0.55 0.76 1.00 1.26 1.55 1.87 6.38 13.08 63 5.7 51.6 0.33 0.42 0.52 0.62 2.13 4.37 7.27 10.79 14.90 75 6.8 61.4 0.23 0.27 0.93 1.91 3.17 4.71 6.50 8.54 10.82 90 8.2 73.6 110 10.0 90.0 0.39 0.80 1.34 1.98 2.74 3.60 4.56 5.61 6.76 9.34 0.15 0.31 0.51 0.76 10.5 1.38 1.75 2.15 2.59 3.58 4.70 5.95 7.33 125 11.4 102.2 0.17 0.28 0.41 0.57 0.75 0.95 1.17 1.41 1.95 2.56 3.25 4.00 4.82 5.70 6.65 140 12.7 114.6 0.16 0.24 0.33 0.44 0.55 0.68 0.82 1.13 1.48 1.88 2.32 2.79 3.30 3.85 4.44 5.06 5.72 200 160 14.5 18.2 131.0 163.6 0.09 0.13 0.18 0.23 0.29 0.36 0.43 0.60 0.78 0.99 1.22 1.47 1.75 2.04 2.35 2.67 3.02 3.39 3.77 4.17 4.59 5.03 0.08 0.10 0.12 0.15 0.21 0.27 0.34 0.42 0.51 0.60 0.71 0.81 0.93 1.05 1.17 1.31 1.45 1.59 1.74 2.15 2.59 3.06 3.57 250 22.7 204.6 0.05 0.07 0.09 0.12 0.15 0.18 0.21 0.24 0.28 0.32 0.36 0.40 0.45 0.50 0.55 0.60 0.74 0.89 1.05 1.23 1.42 1.61 1.82 2.04 2.52 315 28.6 257.8 0.04 0.05 0.06 0.07 0.08 0.09 0.11 0.12 0.13 0.15 0.17 0.18 0.20 0.25 0.30 0.35 0.41 0.47 0.54 0.61 0.68 0.84 1.01 1.19 1.39 1.60 1.83 2.07 400 355 32.3 36.4 290.4 327.2 0.03 0.04 0.05 0.05 0.06 0.07 0.08 0.08 0.09 0.10 0.11 0.14 0.17 0.20 0.23 0.27 0.30 0.34 0.38 0.47 0.57 0.68 0.79 0.91 1.04 1.17 1.31 1.46 1.62 1.78 0.03 0.04 0.04 0.05 0.05 0.06 0.06 0.08 0.09 0.11 0.13 0.15 0.17 0.19 0.22 0.27 0.32 0.38 0.45 0.51 0.59 0.66 0.74 0.83 0.91 1.01 1.10 1.20 1.30 1.41 1.52 1.64 500 450 40.9 45.5 368.2 409.0 0.02 0.03 0.03 0.03 0.04 0.04 0.05 0.06 0.07 0.09 0.10 0.11 0.12 0.15 0.18 0.22 0.25 0.29 0.33 0.38 0.42 0.47 0.52 0.57 0.63 0.68 0.74 0.80 0.87 0.93 1.00 1.07 1.14 1.21 1.29 1.36 0.02 0.03 0.03 0.04 0.05 0.05 0.06 0.07 0.08 0.09 0.11 0.13 0.15 0.18 0.20 0.23 0.26 0.29 0.32 0.35 0.38 0.41 0.45 0.49 0.53 0.56 0.60 0.65 0.69 0.73 0.78 0.83 0.87 0.92 0.97 1.02 1.08 1.13 1.18 1.24 560 50.9 458.2 0.02 0.02 0.03 0.03 0.03 0.04 0.04 0.05 0.06 0.08 0.09 0.10 0.12 0.13 0.15 0.17 0.18 0.20 0.22 0.24 0.26 0.28 0.31 0.33 0.35 0.38 0.40 0.43 0.45 0.48 0.51 0.54 0.57 0.60 0.63 0.66 0.69 0.72 0.75 0.82 0.89 0.97 1.04 630 57.3 515.4 0.02 0.02 0.02 0.02 0.03 0.04 0.04 0.05 0.06 0.07 0.08 0.09 0.09 0.10 0.12 0.13 0.14 0.15 0.16 0.17 0.19 0.20 0.21 0.23 0.24 0.26 0.27 0.29 0.31 0.32 0.34 0.36 0.37 0.39 0.41 0.43 0.47 0.51 0.55 0.59 0.64 0.76 0.88 © Copyright How to read the charts: 1. Choose the particular chart for the material designation (PE 100, PE 80, PE 63) and pressure class (PN 16, PN 10 etc.) of pipe being used. 2. In one of the first 3 columns find the nearest value of the quantity of water to be pumped. The three columns give the quantity of water in different units. GPH = Gallons per hour, m³/hr = cubic metres per hour, l/s = litres per second. 3. Run your eye along the horizontal line found in instruction 2 above until you get to numbers which are shaded light green. The number in the shaded block is the friction loss (expressed in metres per 100 metres) for the size of pipe given at the top of the particular column. 4. The reverse sequence 41 www.lamasat.co.zm | Email: [email protected] SDR 9 16 Size (mm-O.D.) 1.8 Wall thickness mm 12.4 Inside Diameter mm 3 G.P.H. l /s. m/hr. 0.4 0.1 9.54 79 158 0.7 0.2 32.53 238 1.1 0.3 66.68 1.4 0.4 317 396 1.8 0.5 2.2 0.6 475 2.5 0.7 554 634 2.9 0.8 713 3.2 0.9 1 792 3.6 7.2 1584 2 10.8 2376 3 14.4 3168 4 5 18 3960 21.6 6 4752 25.2 7 5544 28.8 6336 8 7128 32.4 9 36 10 7920 43.2 12 9504 50.4 14 11088 12672 57.6 16 14256 64.8 18 15840 72 20 17424 79.2 22 19008 86.4 24 20592 93.6 26 22176 100.8 28 108 30 23760 115.2 32 25344 122.4 34 26928 129.6 36 28512 30096 136.8 38 40 31680 144 35640 162 45 39600 180 50 43560 198 55 47520 216 60 51480 234 65 55440 252 70 59400 270 75 63360 288 80 324 71280 90 79200 360 100 396 87120 110 432 95040 120 130 468 102960 140 110880 504 118800 540 150 126720 576 160 134640 612 170 142560 648 180 150480 684 190 158400 720 200 166320 756 210 174240 792 220 182160 828 230 190080 864 240 198000 900 250 205920 936 260 972 213840 270 221760 1008 280 229680 1044 290 237600 1080 300 245520 1116 310 253440 1152 320 261360 1188 330 269280 1224 340 277200 1260 350 285120 1296 360 370 293040 1332 300960 1368 380 308880 1404 390 316800 1440 400 20 2.2 15.6 25 2.8 19.4 32 3.6 24.8 3.19 10.88 22.31 37.12 55.09 1.13 3.85 7.89 13.12 19.48 26.89 35.33 44.75 0.35 1.19 2.44 4.07 6.04 8.34 10.95 13.87 17.08 20.59 40 4.4 31.2 0.40 0.82 1.36 2.02 2.79 3.66 4.64 5.72 6.89 23.49 50 5.6 38.8 0.48 0.71 0.99 1.29 1.64 2.02 2.43 8.30 17.02 63 7.0 49.0 0.32 0.43 0.54 0.66 0.80 2.73 5.59 9.30 13.81 75 8.3 58.4 0.23 0.29 0.35 1.18 2.42 4.03 5.98 8.25 10.84 13.73 90 10.0 70.0 110 12.2 85.6 0.50 1.02 1.70 2.52 3.48 4.57 5.79 7.13 8.59 0.19 0.39 0.65 0.96 1.33 1.75 2.22 2.73 3.29 4.54 5.97 7.56 125 13.9 97.2 0.21 0.35 0.53 0.73 0.95 1.21 1.49 1.79 2.48 3.26 4.12 5.08 6.12 7.25 200 160 140 22.2 17.8 15.6 108.8 124.4 155.6 0.12 0.21 0.31 0.42 0.56 0.71 0.87 1.05 1.45 1.90 2.41 2.97 3.57 4.23 4.94 5.69 0.11 0.16 0.22 0.29 0.37 0.46 0.55 0.76 1.00 1.27 1.57 1.89 2.23 2.61 3.00 3.42 3.87 4.33 4.83 5.34 0.08 0.10 0.13 0.16 0.19 0.26 0.35 0.44 0.54 0.65 0.77 0.90 1.03 1.18 1.33 1.49 1.66 1.84 2.02 2.21 2.73 3.28 3.89 250 27.8 194.4 315 355 35.0 39.4 245.0 276.2 0.05 0.07 0.09 0.12 0.15 0.19 0.22 0.27 0.31 0.36 0.41 0.46 0.52 0.57 0.63 0.70 0.77 0.94 1.14 1.34 1.57 1.81 2.06 2.33 2.61 0.04 0.05 0.06 0.07 0.09 0.10 0.12 0.13 0.15 0.17 0.19 0.21 0.23 0.25 0.31 0.38 0.45 0.52 0.60 0.68 0.77 0.87 1.07 1.28 1.52 1.77 2.04 2.33 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.12 0.13 0.14 0.18 0.21 0.25 0.29 0.34 0.39 0.44 0.49 0.60 0.73 0.86 1.00 1.15 1.32 1.49 1.67 1.86 400 44.4 311.2 0.03 0.04 0.04 0.05 0.05 0.06 0.07 0.07 0.08 0.10 0.12 0.14 0.17 0.19 0.22 0.25 0.28 0.34 0.41 0.49 0.57 0.65 0.74 0.84 0.94 1.05 1.16 1.28 1.40 1.53 1.66 450 50.0 350.0 0.03 0.03 0.03 0.04 0.04 0.05 0.06 0.07 0.08 0.09 0.11 0.12 0.14 0.16 0.19 0.23 0.28 0.32 0.37 0.43 0.48 0.54 0.60 0.66 0.73 0.80 0.87 0.95 1.02 1.10 1.19 1.27 1.36 1.45 500 55.6 388.8 0.02 0.03 0.03 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.12 0.14 0.17 0.20 0.23 0.26 0.29 0.33 0.36 0.40 0.44 0.48 0.53 0.57 0.62 0.67 0.72 0.77 0.82 0.88 0.93 0.99 1.05 1.11 1.17 1.24 1.30 © Copyright Notes: 1. The colour coding represents the approximate velocity of the water in the size of pipe chosen. 2. If two or more size columns have the same colouring then there is a choice of suitable sizes each with its own friction loss value. 3. The range of velocities (metres per second) represented by the colours is as follows: Colour Code Unshaded numbers above Yellow Yellow Light Green Dark Green Tan Unshaded numbers below Tan Velocity - m/s <0.5 but not < 0.3 -0.5 to 0.99 -1.0 to 1.49 -1.5 to 1.99 -2.0 to 2.49 >2.5 but not > 3.0 Comments too big a smaller pipe may be more suitable about right about right a bigger pipe may be more suitable too small 52 42 www.lamasat.co.zm | Email: [email protected] SDR 7.4 16 Size (mm-O.D.) 2.2 Wall thickness mm 11.6 Inside Diameter mm 3 G.P.H. l /s. m/hr. 0.4 0.1 13.11 79 158 0.7 0.2 44.72 238 1.1 0.3 91.66 1.4 0.4 317 396 1.8 0.5 2.2 0.6 475 2.5 0.7 554 634 2.9 0.8 713 3.2 0.9 792 3.6 1 7.2 1584 2 10.8 2376 3 14.4 3168 4 5 18 3960 21.6 6 4752 25.2 7 5544 28.8 6336 8 7128 32.4 9 36 10 7920 43.2 12 9504 50.4 14 11088 12672 57.6 16 14256 64.8 18 15840 72 20 17424 79.2 22 19008 86.4 24 20592 93.6 26 22176 100.8 28 108 30 23760 115.2 32 25344 122.4 34 26928 129.6 36 28512 30096 136.8 38 40 31680 144 35640 162 45 39600 180 50 43560 198 55 47520 216 60 51480 234 65 55440 252 70 59400 270 75 63360 288 80 324 71280 90 79200 360 100 396 87120 110 432 95040 120 130 468 102960 140 110880 504 118800 540 150 126720 576 160 134640 612 170 142560 648 180 150480 684 190 158400 720 200 166320 756 210 174240 792 220 182160 828 230 190080 864 240 198000 900 250 205920 936 260 972 213840 270 221760 1008 280 229680 1044 290 237600 1080 300 20 2.7 14.6 25 3.4 18.2 4.38 14.93 30.60 50.91 75.57 1.53 5.22 10.69 17.79 26.41 36.47 47.91 32 4.3 23.4 1.57 3.22 5.37 7.96 11.00 14.45 18.30 22.54 27.16 40 5.4 29.2 50 6.8 36.4 0.55 1.12 1.87 0.65 2.77 0.97 3.82 1.34 5.02 1.76 6.36 2.22 7.84 2.74 9.45 3.30 32.22 11.26 23.08 63 8.5 46.0 0.32 0.44 0.57 0.73 0.90 1.08 3.69 7.56 12.57 75 10.1 54.8 0.25 0.32 0.39 0.47 1.60 3.28 5.46 8.10 11.18 14.69 90 12.2 65.6 0.20 0.68 1.39 2.31 3.43 4.74 6.23 7.89 9.72 11.71 110 14.9 80.2 125 16.9 91.2 0.26 0.53 0.89 1.32 1.82 2.39 3.02 3.73 4.49 6.20 8.14 0.14 0.29 0.48 0.71 0.98 1.29 1.64 2.02 2.43 3.36 4.41 5.59 6.88 200 160 140 27.0 21.6 18.9 102.2 116.8 146.0 0.17 0.28 0.41 0.57 0.75 0.95 1.17 1.41 1.95 2.56 3.25 4.00 4.82 5.70 6.65 0.15 0.22 0.30 0.40 0.50 0.62 0.75 1.03 1.36 1.72 2.11 2.55 3.02 3.52 4.05 4.62 5.22 5.86 0.08 0.10 0.14 0.17 0.21 0.26 0.36 0.47 0.59 0.73 0.88 1.04 1.21 1.40 1.59 1.80 2.02 2.25 2.49 2.74 3.00 3.69 4.45 250 33.8 182.4 0.06 0.07 0.09 0.12 0.16 0.20 0.25 0.30 0.36 0.42 0.48 0.55 0.62 0.70 0.78 0.86 0.95 1.04 1.28 1.54 1.82 2.13 2.45 2.79 3.15 315 42.6 229.8 0.05 0.07 0.08 0.10 0.12 0.14 0.16 0.18 0.21 0.23 0.26 0.29 0.31 0.34 0.42 0.51 0.61 0.71 0.81 0.93 1.05 1.17 1.45 1.74 2.06 2.41 400 355 450 48.0 54.1 60.8 259.0 291.8 328.4 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.12 0.13 0.15 0.16 0.18 0.19 0.24 0.29 0.34 0.40 0.46 0.52 0.59 0.66 0.82 0.99 1.17 1.36 1.57 1.79 2.02 0.03 0.04 0.04 0.05 0.06 0.07 0.07 0.08 0.09 0.10 0.11 0.14 0.16 0.19 0.23 0.26 0.30 0.34 0.38 0.46 0.56 0.66 0.77 0.89 1.01 1.14 1.28 1.43 1.58 1.74 1.90 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.06 0.08 0.09 0.11 0.13 0.15 0.17 0.19 0.21 0.26 0.32 0.38 0.44 0.51 0.58 0.65 0.73 0.81 0.90 0.99 1.08 1.18 1.28 1.39 1.50 1.61 © Copyright How to read the charts: 1. Choose the particular chart for the material designation (PE 100, PE 80, PE 63) and pressure class (PN 16, PN 10 etc.) of pipe being used. 2. In one of the first 3 columns find the nearest value of the quantity of water to be pumped. The three columns give the quantity of water in different units. GPH = Gallons per hour, m³/hr = cubic metres per hour, l/s = litres per second. 3. Run your eye along the horizontal line found in instruction 2 above until you get to numbers which are shaded light green. The number in the shaded block is the friction loss (expressed in metres per 100 metres) for the size of pipe given at the top of the particular column. 4. The reverse sequence 43 www.lamasat.co.zm | Email: [email protected] Pressure Considerations Pressure Considerations Static Dynamic The hydrostatic pressure capacity of HDPE pipe is related to a number of variables: • The ratio between the outside diameter and the wall thickness (standard dimension ratio - SDR). • The hydrostatic design stress of the HDPE material being used (PE63, PE 80, PE100). • The operating temperature. • The duration and variability of the stress applied by the internal hydrostatic pressure. • The chemical resistance of the pipe to the chemical being carried (the standard pressure rating is based on a pipe carrying water). The pressure classes of SABS ISO 4427 HDPE pipes are based on constant internal water pressures. HDPE pipes are however capable of handling dynamic pressure events which exceed the values given by the classes but such occurrences can have a negative effect on the standard 50 year life expectancy and in extreme cases can result in product failure. Although HDPE pipe can withstand short-term hydrostatic water pressures at levels substantially higher than the pressure rating, or class, (see “The Stress Regression Line” and “Design Stress and Safety Factor” on pages 8 & 9) the duty of HDPE pipe should always be based on the pipe's long-term strength at 20°C to ensure a design life of at least 50 years. As stated earlier, the relationship between the internal pressure, the diameter and wall thickness and the circumferential hoop stress in the pipe wall, is given by the Barlow Formula, which can also be expressed as follows. p=2xtxs d Where: or alternatively t= pxd (2.s + P) p = internal pressure (MPa) t = minimum wall thickness (mm) d = mean outside diameter (mm) s= circumferential hoop stress (MPa) These formulae have been standardized for use in design, testing and research and are applicable at all levels of pressure and stress. For design purposes, p is taken as the maximum allowable working pressure and s, the maximum allowable hoop stress at 20°C. The design hoop stresses used in SABS ISO 4427 are as follows: Material PE 63 PE 80 PE 100 Design Stress 5 MPa 6.3 MPa 8 MPa Water Hammer Pipelines may be subjected to short-term increase in pressure above the normal working pressure due to water hammer. Water hammer will occur in a pipeline when its equilibrium is disturbed by rapid changes in flow conditions. Examples of such conditions are: starting and stopping of pumps, rapid opening and closing of valves, pipe failures, etc. A rapid change in the velocity Äv of water in the pipeline gives rise to a pressure increase Äp according to the formula: Äp = cÄv/g Where: c = wave celerity (metres per second) g = acceleration due to gravity The approximate wave celerities for HDPE pipes are as follows: Wave Celerity - m/s 190 215 242 270 307 349 395 450 SDR 33 26 21 17 13.6 11 9 7.4 Note: 1. Since part of the formula for calculating wave celerity incorporates the ratio between diameter and wall thickness (SDR), which is roughly constant for all sizes within a pressure class, the wave celerities are also constant for all sizes within a pressure class. 2. By way of comparison the wave celerity for steel pipes is about 3-5 times higher than for HDPE 1000 to 1400 m/s. 54 44 www.lamasat.co.zm | Email: [email protected] It is important to note that the pressure increase due to water hammer in a particular class of pipe is a function of the change in velocity and it is therefore important (for this and other reasons) to keep pumping velocities in a pipeline within the conventional norm of 1 to 2 m/s. HDPE pipes will expand or contract by 0.2mm per metre per °C rise or fall in temperature. A 30°C temperature rise will therefore cause a 36 mm expansion of a 6 metre pipe. Trench Load Considerations In general, steps should be taken during design and operation to minimize the frequency and intensity of water hammer. However the total pressure may be permitted to reach a value 50% higher than the nominal pressure if the frequency can be described as “occasional”. Temperature considerations It has been well established by researchers over many years that, for flexible pipes, it is the interaction between the soil and the pipe which has to be considered more extensively than is the case for rigid pipes where the material strength of the pipe is the critical issue. The points discussed here are given as a guide only to good design by the engineer. Effect on Pressure Soil and Traffic Loads Pressure de-rating factors should be applied to HDPE pipes when operating temperatures rise above 20°C. The de-rating factors below are applicable to HDPE: The vertical load on a HDPE pipe due to soil is a function of the trench width and depth, the unit weight and type of the soil and the pipe diameter and wall thickness. This loading must generally be corrected for the fact that the soil is cohesive and the side fill reacts with the fill above the pipe. Furthermore flexible pipes deflect and shed load to the side fill. This vertical deflection is limited by lateral soil resistance. The resultant load is therefore less than that which column theory suggests. Temperature Multiply Working Pressure by: 0 - 20ºC 20 - 25ºC 25 - 30ºC 30 - 35ºC 35 - 40ºC 40 - 45ºC 45 - 50ºC 1.0 0.8 0.63 0.5 0.4 0.32 0.25 The Soil Loading graphs overleaf show that, after initial rapid increases with increased depth, this rate of increase falls away to almost zero at depths of about 6 metres or more. Typical maximum values of soil loads (without live loads) are between 500 and 27000 N/m (for sizes up to 630mm), depending largely on soil type, modulus and pipe stiffness. As soil compaction is increased so the maximum soil load on the pipe reduces, assuming that good backfilling procedures have been followed. N.B. The maximum recommended working temperature is 50°C. At lower temperatures, between 20°C and 0°C, the pressure handling capability does increase but it is recommended that this be ignored. In the unlikely event of water freezing inside an HDPE pipe damage is unlikely to occur. Nonetheless it is recommended that the pipeline system be protected against freezing to obviate flow restrictions. Effect on Dimensions If a 60KN live load is added then the soil load increases dramatically (if compaction is poor but less dramatically if it is good) at shallow depths, but from about 3 metres deep this difference becomes negligible. Due to the relatively high co-efficient of expansion and contraction (given in “Expansion and Contraction” earlier) it is necessary to make allowance for this in any design and installation which is exposed to wide variations of temperature. As can be seen from the Deflection vs Soil Load graph there is a straight line relationship between deflection and soil load for each size and class of pipe. Therefore when the soil load reaches a maximum then the deflection is also at a maximum. 45 www.lamasat.co.zm | Email: [email protected] These graphs include the maximum soil loads from the Soil Loading graphs and as can be seen the maximum deflection (for the conditions represented) is less than 2% - for a 630 mm SDR 26 pipe - even with a 60 KN live load. This Deflection vs Soil Loading graph also shows that the small diameter, lower pressure-class pipes (thinner walls) are at the left hand side of the graph and are almost vertical while the bigger diameter, higher pressure class pipes are progressively further right and are not as vertical. Large diameter pipes carry more load because of their greater surface area thicker pipes carry more soil load because it is more difficult to deflect them since less load shedding occurs. The graphs have been based on calculations using values typical for reasonable backfill material which has been poorly compacted (soil modulus of 3 mPa) and on two scenarios excluding and including a 60 kN live load. Trench widths of 0.4m, 0.6m, 0.7m, 0.8m and 0.9m were used for the following groups of pipe sizes: 50mm - 160mm, 200mm - 315mm, 355mm - 400mm, 450mm - 500mm and 560mm - 630mm. Different soil cover over the pipes were used, varying from 0.9m to 10m. The method of calculation was provided by Professor David Stephenson of Witwatersrand University. The effect of these loads on HDPE pipes is very similar to that on PVC pipes. Soil Loading on HDPE No Live Load Soil Modulus : 3MPa 30 000 25 000 160mm SDR 26 160mm SDR 13.6 160mm SDR 9 250mm SDR 26 250mm SDR 13.6 250mm SDR 9 355mm SDR 26 355mm SDR 13.6 355mm SDR 9 450mm SDR 26 450mm SDR 13.6 450mm SDR 9 630mm SDR 26 630mm SDR 13.6 Soil Load - N/m 20 000 15 000 10 000 5 000 0 0.9 1.2 1.5 2 4 6 8 10 Depth of Cover - Metres Soil Loading on HDPE With 60 KN Live Load Soil Modulus : 3MPa 30 000 25 000 160mm SDR 26 160mm SDR 13.6 160mm SDR 9 250mm SDR 26 250mm SDR 13.6 250mm SDR 9 355mm SDR 26 355mm SDR 13.6 355mm SDR 9 450mm SDR 26 450mm SDR 13.6 450mm SDR 9 630mm SDR 26 630mm SDR 13.6 Soil Load - N/m 20 000 15 000 10 000 5 000 0 0.9 1.2 1.5 2 4 6 8 10 Depth of Cover - Metres 46 www.lamasat.co.zm | Email: [email protected] Deflection vs Soil Load HDPE No Live Load Soil Modulus : 3MPa 2 1.8 1.6 160mm SDR 26 160mm SDR 13.6 160mm SDR 9 250mm SDR 26 250mm SDR 13.6 250mm SDR 9 355mm SDR 26 355mm SDR 13.6 355mm SDR 9 450mm SDR 26 450mm SDR 13.6 450mm SDR 9 630mm SDR 26 630mm SDR 13.6 Deflection - % 1.4 1.2 1 0.8 0.6 0.4 0.2 30 000 25 000 20 000 15 000 10 000 5 000 0 0 Soil Load - N/m Deflection vs Soil Load HDPE 60 KN Live Load Soil Modulus : 3MPa 2 1.8 1.6 160mm SDR 26 160mm SDR 13.6 160mm SDR 9 250mm SDR 26 250mm SDR 13.6 250mm SDR 9 355mm SDR 26 355mm SDR 13.6 355mm SDR 9 450mm SDR 26 450mm SDR 13.6 450mm SDR 9 630mm SDR 26 630mm SDR 13.6 1.2 1 0.8 0.6 0.4 0.2 30 000 25 000 20 000 15 000 10 000 5 000 0 0 Deflection - % 1.4 Soil Load - N/m Note: Calculations with a higher soil modulus (not shown), implying better compaction, show much lower deflection percentages and reduce the gap between the static soil load and the live load. 47 www.lamasat.co.zm | Email: [email protected] Above Ground installation For exposed above-ground pipework proper anchorage and support is essential. It must cater for thermal stresses or movement over the ambient temperature range to which the pipe system will be exposed. by the graph below. The graph is based on PE 63 material and Classes 6 and 10. Above-ground HDPE systems should preferably be installed at or near maximum operating temperature. This will ensure that the pipe is thermally expanded when clamps or supports are bolted into position and the pipe will be prevented from contracting. Tensile stresses will develop as the pipework cools, and the pipeline will therefore remain straight between supports. When reheated to installation temperature, any sagging will be minimized. Reduce the centre distance by 3% for every 10°C increase in temperature. Increase the centre distance by 2.5% for every 10% increase in wall thickness above Class 6. As a rule of thumb the following adjustments can be made for variations in temperature and class. Pipe clamps used for anchorage and support should have flat, non-abrasive contact faces, or be lined with rubber sheeting and should not be overtightened. The width of support brackets and hangers should normally be either 100mm or half the nominal pipe diameter, whichever is the greater. Support brackets should allow free axial movement. When suspending HDPE pipes the recommended centre distance between supports at 20°C is given Support Centres at 20ºC 4.5 Support Centres - Metres 4 3.5 3 Class 10 Class 6 Linear (Class 10) Linear (Class 6) 2.5 2 1.5 1 0.5 0 56 0 45 5 35 0 25 0 16 90 63 40 25 0 Pipe Diameter - mm Bending One of the important features of using HDPE pipes is its flexibility. However it is important that the bending radius at any point should not be less than 20 times the pipe outside diameter when at an ambient temperature of 20°C. When lower temperatures are encountered it is necessary to progressively increase the minimum bending radius by a factor of up to 2.5 times at 0°C. Radius = minimum 20 x Pipe diameter 48 www.lamasat.co.zm | Email: [email protected] A Lamasat Publication ©Copyright 2012 Contact us Lamasat International (Z) Ltd Head Office: Plot 397/0/1 Chipwenupwenu Road Off Kafue Road,Makeni Lusaka. • Tel: • Fax: • Website: • Email: 260 211-273 142/5 260 211-273 141 www.lamasat.co.zm [email protected]