Frequency Analysis of Five Days Antecedent Rainfall for Different Seasons for Kohima (Nagaland)

Authors

  • Parmendra Prasad Dabral Department of Agricultural Engineering, North Eastern Regional Institute of Science and Technology (Deemed to be University, Under MoE, Govt. of India), Nirjuli (Itanagar), Arunachal Pradesh - 791109 Author
  • Kamna Patum Department of Agricultural Engineering, North Eastern Regional Institute of Science and Technology (Deemed to be University, Under MoE, Govt. of India), Nirjuli (Itanagar), Arunachal Pradesh - 791109 Author
  • N. Ronia Devi Department of Agricultural Engineering, North Eastern Regional Institute of Science and Technology (Deemed to be University, Under MoE, Govt. of India), Nirjuli (Itanagar), Arunachal Pradesh - 791109 Author
  • Bipasha Das Department of Agricultural Engineering, North Eastern Regional Institute of Science and Technology (Deemed to be University, Under MoE, Govt. of India), Nirjuli (Itanagar), Arunachal Pradesh - 791109 Author
  • Vikusunu Savi Department of Agricultural Engineering, North Eastern Regional Institute of Science and Technology (Deemed to be University, Under MoE, Govt. of India), Nirjuli (Itanagar), Arunachal Pradesh - 791109 Author

DOI:

https://doi.org/10.53550/ijsc.v54.i1.214

Keywords:

Antecedent Moisture Condition (AMC), Continuous probability distribution function, Kohima (Nagaland), 5-day antecedent rainfall

Abstract

In the present study, daily rainfall data recorded at Kohima for 26 years (1997-2022) were collected. Data were grouped by seasonal rainfall: monsoon, pre–monsoon, and post-monsoon. The 5-day total antecedent rainfall prior to the storm was calculated for three seasons and fitted to various probability distribution functions. The distribution with the lowest χ2 value was declared the best fit function. Using the best fit probability distribution function, 05 days antecedent rainfall(mm) under different antecedent moisture conditions (AMCs) and seasons were calculated for different return periods. Only 15.56 % of the total number of 5 days of antecedent rainfall fall under AMC-II conditions. Therefore, of all recorded events, 60.05 per cent fall under AMC-I and 24.39 per cent under AMC-III, necessitating adjustment of the curve number from AMC-II to AMC-I or AMC-III, respectively, to reflect these proportions of cases. Results of the turning point test statistics fall within the 5% significance level for all seasons and AMC conditions, indicating that the data set could be considered random. Log normal and Normal probability distribution functions were found to be the best-fit probability distribution functions for AMC-I and AMC-III rainfall for the post-monsoon season, respectively. Extreme value-I probability distribution function was found to be the best fit for the pre-monsoon season rainfall of AMC-II and AMC-III, and the monsoon season rainfall of AMC-II. The log Pearson Type III probability distribution function was found to be the best fit for monsoon-season rainfall of AMC-I and for premonsoon- season rainfall of AMC-I. The gamma probability distribution function was found to be the best fit for post-monsoon season rainfall in AMC-II. Across all three seasons and AMCs, 5-day incident rainfall increased with increasing recurrence interval. The estimated values of 5-day antecedent rainfall (mm) under different AMCs and seasons at different recurrence intervals can be used to predict runoff in Kohima (Nagaland).

References

Chow, V. T. 1953. Frequency analysis of hydrological data with special application to rainfall intensities. Bulletin no.414, University of Illinois Eng. Expt. Station.

Chow, V.T. 1951. A general formula for hydrological frequency analysis. Trans. Am. Geophysical Union, 32(2):231-237. DOI: https://doi.org/10.1029/TR032i002p00231

Dabral, P. P., Choudhury, K. and Debbarma, S. 2016. Probability analysis of 5-day antecedent rainfall at different return periods and seasons for Doimukh (Itanagar), Arunachal Pradesh. Indian J. Soil Conservation, 44(3):332-335.

Dabral, P. P. (2025). Frequency analysis for annual maximum rainfall for Kohima (Nagaland), India. Agricultural Engineering International: CIGR Journal. 27(2) :18-28.

Hann, C. T. 1995. Statistical methods in hydrology, East West Press edition., New Delhi. Resources Publications, Fort Collins, Col.

Kumar, D. 1995. Runoff estimation using antecedent rainfall probabilities. Indian J. Soil Conservation, 23(1); 13-16.

Kumar, S. and Kumar, D. 1989. Frequency of seasonal antecedent rainfall conditions. Indian J. Soil Conservation, 17(1); 25 :28.

Murty, V. V. N., Jha, M. 2009. Land and Water Management Engineering, Kalyani Publishers, Ludhiana, Fifth Edition.

Pandey, Kant, Ravi., Gupta, Rajendra., Thomas, Alex., 2019. Runoff estimation using SCS-CN method for Bhadokhar watershed, Jhansi district, Uttar Pradesh. Indian J. Soil Cons 47(3): 239-243.

Sudhishri, S., Nayak, S. C., Sharma, S. D. and Pandey, N. C. 1995. Antecedent moisture conditions in Orissa. Indian J. Soil Conservation, 23(3) :251-253.

Tiwari, A. K., Bhatt, V. K., Bhattacharya, P., Agnihotri, Y. and Agrawal, R. K. 2006. Application of SCS Curve number model for estimation of runoff in forest micro-watershed of Shiwalik region. Journal of Soil and Water Conservation, India, 5(2) :64-68, 2006.

Downloads

Published

2026-05-12

Issue

Section

Articles

How to Cite

Frequency Analysis of Five Days Antecedent Rainfall for Different Seasons for Kohima (Nagaland). (2026). Indian Journal of Soil Conservation, 54(1), 13-20. https://doi.org/10.53550/ijsc.v54.i1.214

Similar Articles

1-10 of 240

You may also start an advanced similarity search for this article.