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Comparative Analysis of Circular and Rectangular Reinforced Concrete Tanks Based on Economical Design Perspective

Received: 2 March 2017     Accepted: 22 March 2017     Published: 31 October 2017
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Abstract

The need for a water tank is as old as civilization, to provide storage of water for use in many applications. Design and cost estimation of water tanks is a time consuming task, which requires a great deal of expertise. All tanks are designed as crack free structure to eliminate any leakage. This project therefore studies the efficiency of rectangular or circular tanks, 40,000 liters capacities were used in order to draw reasonable inferences on tanks shape design effectiveness, relative cost implications of tank types and structural capacities. The basic tanks construction materials include steel reinforcement, concrete and formwork obtained from the prepared structural drawings. Result of the materials take–off revealed that circular tank consumed lesser individual materials as compared to rectangular one. This will give circular shaped tanks more favored selection over the rectangular shaped tank, although some other factors must still be assessed.

Published in American Journal of Applied Scientific Research (Volume 3, Issue 2)
DOI 10.11648/j.ajasr.20170302.12
Page(s) 14-20
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2017. Published by Science Publishing Group

Keywords

Reinforced Concrete, Steel Reinforcement, Water Tank, Formwork

References
[1] Abdul Aziz & A. Rashid “Water Tanks Design in Urban Spaces Designed for Optimal Use of Flowing Water from Precipitation Climate”, International Journal of Modern Engineering Research, Vol 1, Issue 2, Pp 418-424.
[2] Al-Badri (2005) “Application Evolutionary Global Optimization Techniques in the Design of RC Water Tanks” Engineering Structures, Pp 332-334.
[3] Anchor, R. D. (1981) “Design of Liquid Retaining Concrete Structure”. London Surrey university press.
[4] Anchor, R. D. (1992) “Design of Liquid Retaining Concrete Structure”. Second edition London.
[5] BS 8007 (1987) code of practice for design of concrete structure for retaining aqueous liquids.
[6] BS 8110 part 1 (1997) code of practice for design and construction structural use of concrete.
[7] BS 8110 part 1 (2002) code of practice for design and construction structural use of concrete.
[8] BS 8110 part 1 (2007) code of practice for design and construction structural use or concrete.
[9] Charles, J. (2007) “Longtime Emblems of City Roofs, Still Going Strong” The New York Times.
[10] Durgesh, C. R. (2001) “Design of Differences Type of Tanks”. Department of Civil Engineering, London Institute of Technology, London.
[11] Elliott, D. (2006) “Wondering About Water Towers” New York Times.
[12] Gray, W. S. and Manning, G. P. (1964) “Water Towers, Bunkers, Silos and Other Elevated Structures”. London. Concrete Publications Limited.
[13] H. J. Mohammed (2011), “Economical Design of Water Concrete Tanks”, European journal of scientific research vol. 49.
[14] Hassan Jasim Mohammed, “Economical Design of Water Concrete Tanks” Europeans Journal Publication, Vol 49 No. 4 (2011), Pp 510-520.
[15] Ludwig, A. (2008) “Tanks, Cisterns, Aquifers, and Ponds. For Domestic Supply, Fire and Emergency Use-Includes How to Make Ferro cement Water Tanks”. www.oasisdesign.net
[16] Manning, G. P. (1967) “Reservoirs and Tanks‟. London. Concrete Publications Limited.
[17] Pall, A. and Pall, R. T. (2004) “Performance-Based Design Using Pall Friction Dampers- An Economical Design Solution”. Paper No. 1955. 13th World Conference on Earthquake Engineering. Canada.
[18] Patentscope (1998) “Construction of Liquid Retaining Structures”. www.wipo.int/patentscope/en/
[19] Pathak & Agarwal, (2003) and Pall, (2004), “Cost Prediction of Overhead Water Tanks Using Artificial Neural Networks”, IE (I) Journal, Vol. 84, pp. 153 – 158.
[20] R. K. Prasad & Akshaya B. Kamdi (2012) “Recent Development in Structural Optimization” Journal of Structural Engineering, Vol 113 No. 9.
[21] Rao M L N (2000) Effect of confinement on ductility of RC hollow circular columns, a masters' thesis submitted to Dept. of Earthquake Eng., Univ. of Roorkee, Roorkee, India.
[22] Reynolds, C. E. and Steedman, J. C. (1988) “Reinforced Concrete Designer’s Handbook”. Tenth Edition. London. E & FN Spon.
[23] S. A. Raji “Window Base Computer Programs for Analysis and Design of Water Tank” Department of civil engineering university of Ilorin Nigeria.
[24] Slater, W. M. (1985) “Concrete Water Tanks in Ontario”. Canadian Journal of Civil Engineering, Toronto.
[25] W. O, Ajagbe, S I. Adedokun and W. B. Oyesile W. B, Comparative study on the design of elevated rectangular and circular concrete water tanks, International Journal of Engineering Research and Development 1(1), 2012, 22-30.
Cite This Article
  • APA Style

    Abba Mas’ud Alfanda, Abdulwarith Ibrahim Farouk. (2017). Comparative Analysis of Circular and Rectangular Reinforced Concrete Tanks Based on Economical Design Perspective. American Journal of Applied Scientific Research, 3(2), 14-20. https://doi.org/10.11648/j.ajasr.20170302.12

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    ACS Style

    Abba Mas’ud Alfanda; Abdulwarith Ibrahim Farouk. Comparative Analysis of Circular and Rectangular Reinforced Concrete Tanks Based on Economical Design Perspective. Am. J. Appl. Sci. Res. 2017, 3(2), 14-20. doi: 10.11648/j.ajasr.20170302.12

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    AMA Style

    Abba Mas’ud Alfanda, Abdulwarith Ibrahim Farouk. Comparative Analysis of Circular and Rectangular Reinforced Concrete Tanks Based on Economical Design Perspective. Am J Appl Sci Res. 2017;3(2):14-20. doi: 10.11648/j.ajasr.20170302.12

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  • @article{10.11648/j.ajasr.20170302.12,
      author = {Abba Mas’ud Alfanda and Abdulwarith Ibrahim Farouk},
      title = {Comparative Analysis of Circular and Rectangular Reinforced Concrete Tanks Based on Economical Design Perspective},
      journal = {American Journal of Applied Scientific Research},
      volume = {3},
      number = {2},
      pages = {14-20},
      doi = {10.11648/j.ajasr.20170302.12},
      url = {https://doi.org/10.11648/j.ajasr.20170302.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajasr.20170302.12},
      abstract = {The need for a water tank is as old as civilization, to provide storage of water for use in many applications. Design and cost estimation of water tanks is a time consuming task, which requires a great deal of expertise. All tanks are designed as crack free structure to eliminate any leakage. This project therefore studies the efficiency of rectangular or circular tanks, 40,000 liters capacities were used in order to draw reasonable inferences on tanks shape design effectiveness, relative cost implications of tank types and structural capacities. The basic tanks construction materials include steel reinforcement, concrete and formwork obtained from the prepared structural drawings. Result of the materials take–off revealed that circular tank consumed lesser individual materials as compared to rectangular one. This will give circular shaped tanks more favored selection over the rectangular shaped tank, although some other factors must still be assessed.},
     year = {2017}
    }
    

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    AU  - Abba Mas’ud Alfanda
    AU  - Abdulwarith Ibrahim Farouk
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    T2  - American Journal of Applied Scientific Research
    JF  - American Journal of Applied Scientific Research
    JO  - American Journal of Applied Scientific Research
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    AB  - The need for a water tank is as old as civilization, to provide storage of water for use in many applications. Design and cost estimation of water tanks is a time consuming task, which requires a great deal of expertise. All tanks are designed as crack free structure to eliminate any leakage. This project therefore studies the efficiency of rectangular or circular tanks, 40,000 liters capacities were used in order to draw reasonable inferences on tanks shape design effectiveness, relative cost implications of tank types and structural capacities. The basic tanks construction materials include steel reinforcement, concrete and formwork obtained from the prepared structural drawings. Result of the materials take–off revealed that circular tank consumed lesser individual materials as compared to rectangular one. This will give circular shaped tanks more favored selection over the rectangular shaped tank, although some other factors must still be assessed.
    VL  - 3
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Author Information
  • Civil Engineering Department, Fatih University, Istanbul, Turkey

  • Civil Engineering Department, University of Technology, Johor Bahru, Malaysia

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