AccScience Publishing / AJWEP / Volume 18 / Issue 1 / DOI: 10.3233/AJW210006
RESEARCH ARTICLE

Comparative Analysis of Existing and Optimal  Maintenance Policy of Water Borehole Schemes in  South Eastern States of Nigeria

M.C. Nwachukwu1 J.C. Agunwamba2 B.C. Okoro3 C.N. Mama2*
Show Less
1 Anambra – Imo River Basin Authority, Owerri, Nigeria
2 Department of Civil Engineering, University of Nigeria, Nsukka, Nigeria
3 Department of Civil Engineering, Federal University of Technology, Owerri, Nigeria
AJWEP 2021, 18(1), 43–50; https://doi.org/10.3233/AJW210006
Submitted: 25 March 2020 | Revised: 6 November 2020 | Accepted: 6 November 2020 | Published: 25 January 2021
© 2021 by the Author(s). This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution -Noncommercial 4.0 International License (CC-by the license) ( https://creativecommons.org/licenses/by-nc/4.0/ )
Abstract

A study optimising maintenance cost of water borehole schemes in South Eastern states of Nigeria  (Abia, Anambra, Ebonyi, Enugu and Imo States) was carried out. Data was collected from 260 boreholes spread  across all local government areas in the states. Optimisation results showed that for boreholes (submersible pumps)  pumping once per day, the optimal preventive maintenance frequency and resulting savings in cost are 2 and  N521,076 for Abia; 2 and N783,963 for Anambra; 2 and N458,242 for Ebonyi; 2 and N740,964 for Enugu; 2  and N605,187 Imo. For boreholes pumping twice per day, the optimal preventive maintenance frequency and  resulting savings in cost are 5 and N1,896,301 for Abia; 4 and N3,692,655 for Anambra; 5 and N786,913 for  Ebonyi; 4 and N4,187,161 for Enugu; 4 and N2,477,609 for Imo; and for boreholes pumping thrice per day; 8  and N2,798,330 for Abia; 7 and N8,372,862 for Anambra; 7 and N6,485,293 for Ebonyi; 10 and N4,014,240 for  Enugu; 10 and N6,021,503 for Imo; with no downtime as opposed to the wasteful current practice of no preventive  maintenance with downtime of up to 12 months or more. As a recommendation for a borehole scheme, there  should be a check on the type of submersible pump and generator capacity as the choice made directly affects  the total operational cost.

Keywords
Analysis
borehole
comparative
optimal
schemes.
Conflict of interest
The authors declare they have no competing interests.
References

Agunwamba, J.C. (1995). Effective maintenance of rural  boreholes. Water Resource, 6(2): 7-14.

Agunwamba, J.C. (2000a). Rural water supply: Success  and failures in rural processes and prospects (Elohi, E.C.  Ayichi, D., Okoye, C.U. eds). Central Publishing Co. Ltd.  pp. 103-118.

Agunwamba, J.C. (2000b). Water engineering systems.  Immaculate Publishes Ltd. Enugu, pp. 30-45.

Agunwamba, J.C. (2000c). Optimal maintenance of rural  borehole schemes. NJEM, 1(2): 13-22.

Atkinson, A.B. (2012). Optimum population, welfare  economics, and inequality. Oxford University Press,  London.

Chima, G.N. (1989). Rural Water Supply in Isiala Ngwa  L.G.A. of Imo State. M.Sc. Thesis, Dept. of Geography,  University of Nigeria, Nsukka.

Feldman, Allan M. and R. Serrano (1980, 2006). Welfare  Economics and Social Choice Theory, 2nd ed. ISBN 0-387- 29367-1, ISBN 978-0-387-29367-7

Hoko, L. and J. Hertle (2006). An evaluation of the  sustainability of a rural water rehabilitation project in  Zimbabwe. The case of Mwenezi, Gwanda, Bulilima and  Mangwe. Physics and Chemistry of the Earth, 31(15-16): 699-706. 

Howsam, P. and S. Tyrrel (1995). An International  Survey of Attitudes and Circumstances Relating to the  Monitoring, Maintenance and Rehabilitation of Water  Supply Boreholes. Report to the Overseas Development  Administration (Report 4582 Silsoe College, Silsoe,  England), pp. 82-101. 

NAC (Natural Action Committee) (1996). The National  Rural Water Supply and Sanitation Programme, Integrated  Rural Water Supply and Sanitation Project Management  Handbook NAC, Harare, Zimbabwe, pp. 66-77. 

Okere, E.O. (2010). Cost Optimization of Preventive  Maintenance of Boreholes in Abia and Imo States.  Unpublished Master’s thesis. Federal University of  Technology, Owerri, pp. 87-101.

Okonkwo Emeka E. and P. Eyisi Afamefuna (2014). Traditional  Methods of Preserving Dead Bodies in South Eastern  Nigeria. Research on Humanities and Social Sciences  www.iiste.org ISSN (Paper) 2224-5766 ISSN (Online)  2225-0484 (Online) Vol. 4, No. 5, 2014.

Onuoha, S.A. (1990). Challenges of Potable Water  Development. Paper presented at “water 96”. Workshop  on the role of Water in National Development, NWRI  Kaduna. Nov. 5-9. Operational Research, 2004. 157(3): 658-670.

Shenf, Y.S. (1982). Reliability analysis and optimal inspection  and maintenance schedules of failing systems. Micro.  Reljab., 22: 59-115.

Smith, S.A. and O.H. Tnovinen (1990). Biofouling Monitoring  Methods for Preventive Maintenance of Water Wells. In: Water Wells: Monitoring Maintenance and Rehabilitation.  Howsam, P. (Ed.), E and F.N. Spon, London.

Sule, Dileep R. and B. Harmon (2007). Determination of  coordinated maintenance scheduling frequencies for a  group of machines. A I I E Transactions, 11: 48-53 https:// doi.org/10.1080/05695557908974400

UNDP (1992a). Women and Water: Malawian Women keep  the pumps flowing. pp. 8-9.

UNDP (1992b). Community Participation: Lessons from  Nepal. pp. 10-11.

UNDP –(1992c). World Bank Water and Sanitation Program,  Annual Report”. 1991-1992.

Zaino, N.A. Jr. (1987). Considerations in the use of optimal  preventive maintenance policies. Quality and Reliability  Engineering International, 3(1987): 163-167.

Share
Back to top
Asian Journal of Water, Environment and Pollution, Electronic ISSN: 1875-8568 Print ISSN: 0972-9860, Published by AccScience Publishing