Research Article
BibTex RIS Cite

Frequency modeling of rainfall intensities using a probability and a non-probability distribution function for Abuja metropolis, Nigeria

Year 2020, Volume: 3 Issue: 1, 13 - 33, 09.07.2020

Abstract

The aim of this study is to analyze rainfall data so as to develop rainfall intensity – duration – frequency (IDF) models and curves for Abuja metropolis, Nigeria. A thirty-one years data set was obtained, checked for consistency and then used for the modeling. The method of Annual Series was used to select the data sets for the rainfall analysis. The data were fitted to Gumbel Extreme Value Type – 1 (GEVT – 1), Log Pearson Type III (LPT – 3), Pearson Type III (PLT – 3), Normal and Log Normal (LN) Distributions. Probability distribution function (PDF) and Non-Probability distribution function (nPDF) were calibrated to obtain the IDF models. Chi-squared goodness-of- fit test was used to confirm the appropriateness of the fitted distributions for the location. The Gumbel Extreme Value distribution has the best fit and was adopted in developing models using the PDF (power model). The location parameters resulting from GEVT – 1 were determined thus: c = 23.16, m = 0.21 and e = 0.55. Five IDF models were developed using the nPDF (quotient model) for return periods of 2, 5, 10, 16 and 32 years. The coefficient of correlation (R2) for different return periods for all models developed showed very high values ranging from 0.7538 to 0.9927, an indication of good curve fitting. The IDF models developed for Abuja showed no significant difference when compared with results from locations within the same zone using t-test of significance though durations of 12 and 24 hours had exceptions. The application of IDF models (power law and quotient) with return period of 10 years and rainfall duration of 2 hours for design of a typical rectangular drainage channel was found to be okay. The IDF models and curves are recommended for the prediction of rainfall events for Abuja.

Supporting Institution

Nil

Thanks

thanks to NIMET for making available rainfall data

References

  • References 1. Adewale FO and Adejoh I. Intensity, Duration and Frequency of Rainstorms in Lokoja. Science. World Journal, 2017; 12(2): 36 – 40.
  • 2. Nwaogazie IL and Sam MG. Probability and Non-Probability Rainfall Intensity-Duration-Frequency Modeling for Port-Harcourt Metropolis, Nigeria. International Journal of Hydrology, 2019; 3(1): 66 ‒75.
  • 3. Rapheal MW. Estimating Rainfall Intensity – Duration – Frequency (IDF) Curves for a Tropical River Basin. International Journal of Advanced Research and Publications, 2019; 3 (4): 99 – 106.
  • 4. Alemaw BF and Chaoka RT. Regionalization of Rainfall Intensity-Duration Frequency (IDF) curves in Botswana. Journal of Water Resource and Protection, 2016; 8 (12): 1128-1144.
  • 5. Carlier E and Khattabi JE. Impact of global warming on Intensity-Duration-Frequency (IDF) relationship of precipitation, a case study of Toronto, Canada. Open Journal of Modern Hydrology, 2016; 6 (1): 1-7.
  • 6. Wagesho N and Claire M. Analysis of rainfall Intensity- Duration Frequency relationship for Rwanda. Journal of Water Resource and Protection, 2016; 8 (7): 706-723.
  • 7. Nwaogazie LL and Duru EO. Developing Rainfall - Intensity-Duration- Frequency Models for Port Harcourt City. Nigeria Society of Engineers Technical Transaction, 2002; 37(2): 19-32.
  • 8. Nwoke HU and Okoro BC. Rainfall - Intensity-Frequency Regime for Warri, South-South, Nigeria Journal of New Clues in Sciences, 2012; 2: 42-49.
  • 9. Oyebande L. Rainfall Intensity - Duration-Frequency Curves and Maps for Nigeria. Occasional Paper Series, 1980; No. 2, Department of Geography, Univ. of Lagos.
  • 10. Oyebande L. Deriving rainfall intensity-duration - frequency relationships and estimates for regions with inadequate data. Hydrological Sciences Journal, 1982; 27(3): 1024 –1031.
  • 11. Akpan SU and Okoro BC. Dev eloping Rainfall Intensity - Duration- Frequency Models for Calabar City, South-South, Nigeria. American Journal of Engineering Research, 2013; 2(6): 19- 24.
  • 12. Antigha REE and Ogarekpe NM. Development of Intensity, Duration and Frequency Curves for Calabar Metropolis, South-South Nigeria. The International Journal of Engineering and Science, 2013; 2(3): 39 - 42.
  • 13. Itodo D. Two die in Mararaba Rainstorm. Daily Trust. 2012: Retrieved from http//;www.DailyTrust.com.ng
  • 14. Umeh O. Floods: States Count Losses. The SUN. 2012: Retrieved from: http://www.sunnewsonline.com
  • 15. Nicholas JE. Assessment of the 2012 Flooding in Mararaba Karu Local Government Area of Nasarawa State, Nigeria. M.Sc. Thesis, Department of Geography, Faculty of Science, Ahmadu Bello University, Zaria, Nigeria. 2014: 106.
  • 16. Adeyeri OE, Akinsanola AA and Ishola KA. Investigating Surface Urban Heat Island Characteristics over Abuja, Nigeria: relationship between land surface temperature and multiple vegetation indices, Remote Sensing Applications: Society and Environment, 2017; http://dx.doi.org/10.1016/j.rsase.2017.06.005
  • 17. Chow VT. A General Formular for Hydrologic Analysis. Trans Amer Geophys Union, 1951; 32: 231 – 237. 18. Sangal, B. P and Kallio, R. W. (1977). Magnitude and Frequency of flood in southern Ontario. Tech. Bull. Series No. 99, In Land water directorate, Water Planning and Management branch, Ottawa, Canada.
  • 19. Oyebande L and Longe D. Regionalized Rainfall Intensity-Duration Frequency Relationships for planning and Engineering Designs. Proceeding of 1st Biennial National Hydrology, 1990; 10 (4): 373 – 379.
  • 20. Akpen GD, Aho MI and Musa A A. Rainfall intensity-duration-frequency models for Lokoja Metropolis, Nigeria Global Journal of Pure and Applied Sciences, 2019; 24: 81-90. 21. Munson BR, Young DF and Okiishi TH. Fundamentals of Fluid Mechanics. John Wiley and Sons, Inc. 1998: 3ed.
  • 22. Bengtson HH. Spreadsheet Use for Partially Full Pipe Flow Calculations. 2017; Retrieved from: ttps://www.cedengineering.com
  • 23. Adaba CS and Agunwamba JC. Adequacy of Drainage Channels in a Small Urban Watershed in Nigeria. Nigerian Journal of Technology (NIJOTECH), 2014; 33(4):584 594.
  • Nwaogazie, L.L. and Duru, E.O. (2002) “ Dev eloping Rainfall- Intensity-Duration- Frequency Models for Port Harcourt City ” Nigeria Society of Engineers Technical Transaction, Vol. 37, No 2. PP 19-32.
  • Nwoke, H .U. and Okoro, B. C . (2012). Rainfall -Intensity- Frequency Regime for Warri, South-South, Nigeria. Journal of New Clues in Sciences Vol. 2 Pp. 42-49.
  • Oyebande, L. (1980). Rainfall Intensity -Duration-Frequency Curves and Maps for Nigeria. Occasional Paper Series, No. 2, Department of Geography, Univ. of Lagos.
  • Oyebande, L. (1982). Deriving rainfall intensity-duration- frequency relationships and estimates for regions with inadequate data. Hydrological Sciences Journal, 27:3, Pp. 1024–1031.
  • Akpan, S. U and Okoro, B. C . (2013). Developing Rainfall Intensity- Duration- Frequency Models for Calabar City, South-South, Nigeria. American Journal of Engineering Research Vol. 2 No. 6 Pp. 19- 24.
  • Antigha, R.E.E. and Ogarekpe, N .M (2013). Development of Intensity Duration and Frequency Curves for Calabar Metropolis, South-South Nigeria. The International Journal of Engineering and Science. Vol. 2 No. 3. Pp. 3942.
Year 2020, Volume: 3 Issue: 1, 13 - 33, 09.07.2020

Abstract

References

  • References 1. Adewale FO and Adejoh I. Intensity, Duration and Frequency of Rainstorms in Lokoja. Science. World Journal, 2017; 12(2): 36 – 40.
  • 2. Nwaogazie IL and Sam MG. Probability and Non-Probability Rainfall Intensity-Duration-Frequency Modeling for Port-Harcourt Metropolis, Nigeria. International Journal of Hydrology, 2019; 3(1): 66 ‒75.
  • 3. Rapheal MW. Estimating Rainfall Intensity – Duration – Frequency (IDF) Curves for a Tropical River Basin. International Journal of Advanced Research and Publications, 2019; 3 (4): 99 – 106.
  • 4. Alemaw BF and Chaoka RT. Regionalization of Rainfall Intensity-Duration Frequency (IDF) curves in Botswana. Journal of Water Resource and Protection, 2016; 8 (12): 1128-1144.
  • 5. Carlier E and Khattabi JE. Impact of global warming on Intensity-Duration-Frequency (IDF) relationship of precipitation, a case study of Toronto, Canada. Open Journal of Modern Hydrology, 2016; 6 (1): 1-7.
  • 6. Wagesho N and Claire M. Analysis of rainfall Intensity- Duration Frequency relationship for Rwanda. Journal of Water Resource and Protection, 2016; 8 (7): 706-723.
  • 7. Nwaogazie LL and Duru EO. Developing Rainfall - Intensity-Duration- Frequency Models for Port Harcourt City. Nigeria Society of Engineers Technical Transaction, 2002; 37(2): 19-32.
  • 8. Nwoke HU and Okoro BC. Rainfall - Intensity-Frequency Regime for Warri, South-South, Nigeria Journal of New Clues in Sciences, 2012; 2: 42-49.
  • 9. Oyebande L. Rainfall Intensity - Duration-Frequency Curves and Maps for Nigeria. Occasional Paper Series, 1980; No. 2, Department of Geography, Univ. of Lagos.
  • 10. Oyebande L. Deriving rainfall intensity-duration - frequency relationships and estimates for regions with inadequate data. Hydrological Sciences Journal, 1982; 27(3): 1024 –1031.
  • 11. Akpan SU and Okoro BC. Dev eloping Rainfall Intensity - Duration- Frequency Models for Calabar City, South-South, Nigeria. American Journal of Engineering Research, 2013; 2(6): 19- 24.
  • 12. Antigha REE and Ogarekpe NM. Development of Intensity, Duration and Frequency Curves for Calabar Metropolis, South-South Nigeria. The International Journal of Engineering and Science, 2013; 2(3): 39 - 42.
  • 13. Itodo D. Two die in Mararaba Rainstorm. Daily Trust. 2012: Retrieved from http//;www.DailyTrust.com.ng
  • 14. Umeh O. Floods: States Count Losses. The SUN. 2012: Retrieved from: http://www.sunnewsonline.com
  • 15. Nicholas JE. Assessment of the 2012 Flooding in Mararaba Karu Local Government Area of Nasarawa State, Nigeria. M.Sc. Thesis, Department of Geography, Faculty of Science, Ahmadu Bello University, Zaria, Nigeria. 2014: 106.
  • 16. Adeyeri OE, Akinsanola AA and Ishola KA. Investigating Surface Urban Heat Island Characteristics over Abuja, Nigeria: relationship between land surface temperature and multiple vegetation indices, Remote Sensing Applications: Society and Environment, 2017; http://dx.doi.org/10.1016/j.rsase.2017.06.005
  • 17. Chow VT. A General Formular for Hydrologic Analysis. Trans Amer Geophys Union, 1951; 32: 231 – 237. 18. Sangal, B. P and Kallio, R. W. (1977). Magnitude and Frequency of flood in southern Ontario. Tech. Bull. Series No. 99, In Land water directorate, Water Planning and Management branch, Ottawa, Canada.
  • 19. Oyebande L and Longe D. Regionalized Rainfall Intensity-Duration Frequency Relationships for planning and Engineering Designs. Proceeding of 1st Biennial National Hydrology, 1990; 10 (4): 373 – 379.
  • 20. Akpen GD, Aho MI and Musa A A. Rainfall intensity-duration-frequency models for Lokoja Metropolis, Nigeria Global Journal of Pure and Applied Sciences, 2019; 24: 81-90. 21. Munson BR, Young DF and Okiishi TH. Fundamentals of Fluid Mechanics. John Wiley and Sons, Inc. 1998: 3ed.
  • 22. Bengtson HH. Spreadsheet Use for Partially Full Pipe Flow Calculations. 2017; Retrieved from: ttps://www.cedengineering.com
  • 23. Adaba CS and Agunwamba JC. Adequacy of Drainage Channels in a Small Urban Watershed in Nigeria. Nigerian Journal of Technology (NIJOTECH), 2014; 33(4):584 594.
  • Nwaogazie, L.L. and Duru, E.O. (2002) “ Dev eloping Rainfall- Intensity-Duration- Frequency Models for Port Harcourt City ” Nigeria Society of Engineers Technical Transaction, Vol. 37, No 2. PP 19-32.
  • Nwoke, H .U. and Okoro, B. C . (2012). Rainfall -Intensity- Frequency Regime for Warri, South-South, Nigeria. Journal of New Clues in Sciences Vol. 2 Pp. 42-49.
  • Oyebande, L. (1980). Rainfall Intensity -Duration-Frequency Curves and Maps for Nigeria. Occasional Paper Series, No. 2, Department of Geography, Univ. of Lagos.
  • Oyebande, L. (1982). Deriving rainfall intensity-duration- frequency relationships and estimates for regions with inadequate data. Hydrological Sciences Journal, 27:3, Pp. 1024–1031.
  • Akpan, S. U and Okoro, B. C . (2013). Developing Rainfall Intensity- Duration- Frequency Models for Calabar City, South-South, Nigeria. American Journal of Engineering Research Vol. 2 No. 6 Pp. 19- 24.
  • Antigha, R.E.E. and Ogarekpe, N .M (2013). Development of Intensity Duration and Frequency Curves for Calabar Metropolis, South-South Nigeria. The International Journal of Engineering and Science. Vol. 2 No. 3. Pp. 3942.
There are 27 citations in total.

Details

Primary Language English
Journal Section Articles
Authors

Gabriel Apken

Ejeh Omale 0000-0003-3952-2394

Oloche Ekwule

Publication Date July 9, 2020
Submission Date April 23, 2020
Acceptance Date July 6, 2020
Published in Issue Year 2020 Volume: 3 Issue: 1

Cite

APA Apken, G., Omale, E., & Ekwule, O. (2020). Frequency modeling of rainfall intensities using a probability and a non-probability distribution function for Abuja metropolis, Nigeria. Usak University Journal of Engineering Sciences, 3(1), 13-33.
AMA Apken G, Omale E, Ekwule O. Frequency modeling of rainfall intensities using a probability and a non-probability distribution function for Abuja metropolis, Nigeria. UUJES. July 2020;3(1):13-33.
Chicago Apken, Gabriel, Ejeh Omale, and Oloche Ekwule. “Frequency Modeling of Rainfall Intensities Using a Probability and a Non-Probability Distribution Function for Abuja Metropolis, Nigeria”. Usak University Journal of Engineering Sciences 3, no. 1 (July 2020): 13-33.
EndNote Apken G, Omale E, Ekwule O (July 1, 2020) Frequency modeling of rainfall intensities using a probability and a non-probability distribution function for Abuja metropolis, Nigeria. Usak University Journal of Engineering Sciences 3 1 13–33.
IEEE G. Apken, E. Omale, and O. Ekwule, “Frequency modeling of rainfall intensities using a probability and a non-probability distribution function for Abuja metropolis, Nigeria”, UUJES, vol. 3, no. 1, pp. 13–33, 2020.
ISNAD Apken, Gabriel et al. “Frequency Modeling of Rainfall Intensities Using a Probability and a Non-Probability Distribution Function for Abuja Metropolis, Nigeria”. Usak University Journal of Engineering Sciences 3/1 (July 2020), 13-33.
JAMA Apken G, Omale E, Ekwule O. Frequency modeling of rainfall intensities using a probability and a non-probability distribution function for Abuja metropolis, Nigeria. UUJES. 2020;3:13–33.
MLA Apken, Gabriel et al. “Frequency Modeling of Rainfall Intensities Using a Probability and a Non-Probability Distribution Function for Abuja Metropolis, Nigeria”. Usak University Journal of Engineering Sciences, vol. 3, no. 1, 2020, pp. 13-33.
Vancouver Apken G, Omale E, Ekwule O. Frequency modeling of rainfall intensities using a probability and a non-probability distribution function for Abuja metropolis, Nigeria. UUJES. 2020;3(1):13-3.

An international scientific e-journal published by the University of Usak