Development of rainfall intensity Nomograph for Kolhapur station (Maharashtra)
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Keywords:
Nomograph, IFD relationship, Rainfall intensity, Location specific constantsAbstract
The study was undertaken to update the constants of rainfall intensity – duration – return period relationship and Nomograph by using data of rainfall charts from 1989 – 2014 for Kolhapur station. Rain gauge charts were analyzed in the form of annual maximum series of various durations viz. 5, 10, 15, 30, min, 1, 3, 6, 12, and 24 hrs. The plotting positions were determined by using “computing method†for the development of frequency lines. The value of ‘a’ and ‘b’ were determined by using graphical method and the values of ‘K’ and ‘d’ were determined by least square method. The method suggested by Luzzadar was adopted for the development of Nomograph. The location constants K, a, b and d of IFD relationship for Kolhapur station for the years 1989 – 2014 were found to be 3.8472, 0.1745, 0.20 and 0.7959, respectively. The nomograph was developed for Kolhapur station from IFD relationship. The per cent deviation in the values of intensities obtained from mathematical relationship of IFD equation and corresponding nomograph is in the range of (-) 3.07 to 2.09 per cent which is well below the accepted range of 20 per cent.Downloads
Submitted
2020-12-07
Published
2020-12-07
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On publication in JSWC, the copyrights on the full contents of the paper will be of Soil Conservation Society of India, New Delhi.How to Cite
BARAI, V. N., & KSHIRSAGAR, R. K. (2020). Development of rainfall intensity Nomograph for Kolhapur station (Maharashtra). Journal of Soil and Water Conservation, 16(4). https://epubs.icar.org.in/index.php/JSWC/article/view/108119