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International Journal of Applied Agricultural & Horticultural Sciences
  • 28 April, 2024
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Language : English
DOI Prefix : 10.37322
P-ISSN : 0974-0775
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  • 1. Papers are invited for the forthcoming issues of Green Farming. Few Mini Review articles on applied aspects of new approaches (with Sr. Authors) may be adjusted, if sent on priority by email. For more details, please contact us.
Vol. 9 (1) : January-February 2018 issue
Green Farming Vol. 9 (1) : 117-120 ; January-February, 2018
Non-parametric rainfall time series analysis of Madar region, Udaipur
MANISH KUMARa1*, ANURADHA KUMARIa2, DEEPAK KUMARa3 and P.K. SINGHb4
aDeptt. of Soil & Water Conservation Engg., G.B. Pant University of Agric. & Techn., Pantnagar - 263 145 (Uttarakhand)
bDeptt. of Soil & Water Conservation Engg., CTAE, M.P. University of Agric. & Techo., Udaipur - 313 001 (Rajasthan)
Designation :  
1Ph.D. Scholar *(manishcae2k11@gmail.com), 2M-Tech Scholar, 3Asstt. Professor, 4Professor
Subject : Soil Science & Agric. Chemistry; Soil Health & Soil Conservation Engg.
Paper No. : P-7099
Total Pages : 4
Received : 19 December 2017
Revised accepted : 25 January 2018
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Citation :

MANISH KUMAR, ANURADHA KUMARI, DEEPAK KUMAR and P.K. SINGH. 2018. Non-parametric rainfall time series analysis of Madar region, Udaipur. Green Farming  Vol. 9 (1) : 117-120  ;  January-February, 2018

ABSTRACT
Rainfall time series analysis is necessary for hydraulic design as well as for irrigation planning of a region. There are many methods to do the same, but non-parametric test is one of the most successful methods used by the researchers. In the present study, Weibull's and Gumbel's method has been used to study the rainfall pattern of Madar region which is semi-dry region in Udaipur district of Rajasthan. The results from this study revealed that Gumbel's method fits and predict the rainfall of this region with coefficient of determination of 0.97. From the analysis, it can be concluded that for this region the maximum rainfall of 1065 mm, 1092 mm, 1152 mm and 1167 mm has recurrence interval of 50 years, 60 years, 90 years and 100 years respectively. It can also be concluded that keeping in view the calculated probable rainfall extreme rainfall, hydraulic structures in this region can be designed.
Key words :
Gumbel's method, Madar watershed, Rainfall time series, Recurrennce interval, Weibull's method.