Study on the Manufacturing of Composite Materials Made from Glass Fiber Reinforced Polymer (GFRP) in Indonesia for Use as Lining in Open Channels

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This study explained the potential use of glass fiber-reinforced polymer (GFRP) composite materials as an alternative lined material for irrigation channels in Indonesia. Currently, only four recommended materials are used as lining in irrigation channels in Indonesia, i.e., stone masonry, concrete, soil-cement, and ferrocement. Almost all lined material's main constituents are sourced from nature/environment. The exploitation of these mined materials will impact environmental destruction. This study focused on the manufacturing process of GFRP material, GFRP surface roughness testing, and the water flow characteristics in the hydraulic model experimental testing. The manufacturing process of GFRP material used polyester resin as the polymer matrix, E-glass type with a combination of woven roving mat covered by non-woven standard mat as the glass fiber reinforcement, and manufacturing process with a combination of hand lay-up and spray-up techniques. The GFRP material product has an average surface roughness coefficient value of Ra around 5.19 to 5.97 μm. The GFRP manufacturing has a good uniform product, as the average surface roughness coefficients of GFRP material have relatively the same values. It is shown that a factory in Indonesia has sufficient capacity to manufacture GFRP material for lining in open channels. The water flow characteristics in the flume were turbulent during testing in the hydraulic laboratory. The experimental study concluded that the GFRP composite materials could be implemented as preliminary references for alternative lined material in irrigation channels in Indonesia.

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207-219

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October 2023

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© 2023 Trans Tech Publications Ltd. All Rights Reserved

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[1] Directorate of Irrigation and Swamps. Irrigation Planning Standards, Directorate General of Water Resources, Ministry of Public Works - Republic of Indonesia, Jakarta. (2013).

Google Scholar

[2] Jirana, Irawati, M.H., Rochman, F., and Syamsuri, I. Environmental Damage Due to Class C Mineral Mining in Polewali Mandar (Case Study of Mandar River in Polewali Mandar). Proceedings of the 2016 National Biology Seminar_ISBN: 978-602-0951-11-9. (2016).

DOI: 10.31219/osf.io/3um2s

Google Scholar

[3] Hasibuan, P.M. Impact of Class C Mineral Mining on the Surrounding Environment in Deli Serdang Regency. Equality Journal, Vol. 11 No. 1 February 2006.

Google Scholar

[4] Mattamana, B.A., Varghese, S., and Paul, K. River Sand Inflow Assessment and Optimal Sand Mining Policy Development, International Journal of Emerging Technology and Advanced Engineering (ISSN 2250-2459, ISO 9001:2008 Certified Journal, Volume 3). (2013).

Google Scholar

[5] Pang, L. H., Fiberglass-reinforced polyester flumes as tertiary channels in Malaysian irrigation development, In: The International Seminar on Irrigation policy and management in Southeast Asia - International Rice Research Institute (IRRI), Manila. (1978).

Google Scholar

[6] Okazawa, H., Takeuchi, Y., Mashino, M., and Maki, T.Coefficient of Roughness at an Open Channel Repaired with Flexible Fiber-Reinforced Plastic Lining. Journal of Agriculture Science, Tokyo University of Agriculture. (2008). Vol. 53, No. 3: pp.194-199.

Google Scholar

[7] Masuelli, M.A. Introduction of Fibre-Reinforced Polymers − Polymers and Composites: Concepts, Properties and Processes. DOI:10.5772/54629. (2013).

Google Scholar

[8] Estrada, H. and Lee, L.S. FRP Composite Constituent Materials. In : The International Handbook of FRP Composites in Civil Engineering, CRC Press – Taylor and Francis Group. Ed: Zoghi, M.(2014).

DOI: 10.1201/b15806-5

Google Scholar

[9] El-Aris, B., and Zaneldin, E. Fiber Reinforced Polymer Material in Construction Applications. Journal of Civil Engineering and Science.(2012).Vol. 1 No.4 pp.47-51.

Google Scholar

[10] Hollaway, L.C. A Review of the Present and Future Utilisation of FRP in the Civil Infrastructure with Reference to Their Important in Service Properties. Journal of Construction and Building Materials. (2010). No. 24 pp.2419-2445.

DOI: 10.1016/j.conbuildmat.2010.04.062

Google Scholar

[11] Rajak, D.K., Pagar, D.D., Pradeep, L. Menezes, P.L., and Linul, E. Fiber-Reinforced Polymer Composites: Manufacturing, Properties, and Applications. Journal of Polymers 2019, 11, 1667. (2019).

DOI: 10.3390/polym11101667

Google Scholar

[12] Michael F. Ashby. Materials Selection in Mechanical Design (Third Edition). Elsevier Butterworth Heinemann.(2004).

Google Scholar

[13] Subramanya, K. Flow in Open Channels (Second Edition). Tata McGraw-Hill Publishing Company Limited, New Delhi. (2008).

Google Scholar

[14] Chow, V. T. Open-channel hydraulics McGraw-Hill Book Company. ISBN 07-010776-9.(1959).

Google Scholar

[15] Lowe, Scott. Omission of Critical Reynolds Number for Open Channel Flows in Many Textbooks. Journal of Professional Issues in Engineering Education and Practice - J Prof Issue Eng Educ Pract. 129. 10.1061/(ASCE)1052-3928(2003)129:1(58). (2003).

DOI: 10.1061/(asce)1052-3928(2003)129:1(58)

Google Scholar