International Journal of Agricultural Engineering

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Development of Rainfall Intensity-Duration-Frequency Constants, Curves and Nomographs for Selected Station Arni, Dist. Yeotmal


Affiliations
1 Global Design Center, Netafim Irrigation Systems Ltd., Pune (M.S.), India
2 Vivekanand College of Agriculture, Hiwara, Buldhana (M.S.), India
3 School of Agriculture, Lovely Professional University, Phagwara (Punjab), India
     

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Rainfall intensity-duration-frequency relationship and nomographs are required for design of soil and water conservation structures. Rainfall IDF relation depends on the physical characteristics of rainfall occurring in a particular place. The rainfall IDF relationship can be expressed as, I= (KTa) / (t+b)d in which, I is maximum rainfall intensity (cm/h), T is return period (years), t is duration (h) and K, a, b and d are location specific constants. These specific constants in above relationship vary location to location and calculated by evaluating the rainfall IDF relationship. The study was undertaken to develop the rainfall IDF relationship and nomograph for Arni tehsil of Yeotmal district of Vidharbha region. The required automatic rainguage charts were collected from Arni station of hydrology project. These rainfall charts were analyzed for maximum annual rainfall intensity of selected duration's viz., 0.08, 0.16, 0.25, 0.5, 1, 2, 3, 6, 12 and 24 hours. The plotting positions were obtained by using the 'computed method' for development of frequency lines. Value of constants a and b were determined by using graphical method and the values of K and d were determined by using least square method. The values of constants K, a, b and d were found to be 3.148, 0.2074, 0.12 and 0.5574 for Arni station of Yeotmal district. The nomograph was developed for the IDF relationship for the same station.

Keywords

Nomographs, Rainfall Intensity-Duration-Frequency.
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  • Barai, V.N. and Shinde, M.G. (2002). Development of rainfall intensity-frequency-duration relationship for Rahuri, Indian. J. Soil Conserv., 30(3) : 277-279.

  • Bhamre, P.R. (2010). Development of rainfall intensity-duration frequency relationship and station nomographs for Amravati division, (M.Tech.) Thesis, Dr. Panjabrao Deshmukh Krishi Vidyapeeth, Akola, M.S. (INDIA).

  • Chunale, G.L., Bansod, R.D. and Atre, A.A. (2007). Development of rainfall intensity-frequency-duration relationship for Kolhapur. J. Maharashtra Agric. Univ., 32(2): 221-223.

  • Gore, K.P. and Mal, B.C. (1998). Development of rainfall intensity nomograph for Parbhani, Marathwada Region. Indian J. Soil Conserv., 26(2) : 170-172.

  • Luzzadar, W.J. (1964). Graphes for Engineers, Prentice hall of India (P) Ltd., New Delhi

  • Ogrosky, H.O. and Mockus (1957). National engineering handbook. Sec. 4.Hydrology Supp.A.18-11 to 14. Soil Cons. Serv., U. S. D. A.

  • Ram Babu, K.G., Tejwani, Agrawal, M.C. and Bhushan, L.S. (1979). Rainfall -intensity -duration –return period equations and nomographs of India. Central Soil and Water Conservation Research and Training Institute. (ICAR) Dehradun, Bulletin No.3.


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  • Development of Rainfall Intensity-Duration-Frequency Constants, Curves and Nomographs for Selected Station Arni, Dist. Yeotmal

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Authors

Prashant T. Shinde
Global Design Center, Netafim Irrigation Systems Ltd., Pune (M.S.), India
Ashwini P. Tiwane
Vivekanand College of Agriculture, Hiwara, Buldhana (M.S.), India
Mahesh M. Kadam
School of Agriculture, Lovely Professional University, Phagwara (Punjab), India

Abstract


Rainfall intensity-duration-frequency relationship and nomographs are required for design of soil and water conservation structures. Rainfall IDF relation depends on the physical characteristics of rainfall occurring in a particular place. The rainfall IDF relationship can be expressed as, I= (KTa) / (t+b)d in which, I is maximum rainfall intensity (cm/h), T is return period (years), t is duration (h) and K, a, b and d are location specific constants. These specific constants in above relationship vary location to location and calculated by evaluating the rainfall IDF relationship. The study was undertaken to develop the rainfall IDF relationship and nomograph for Arni tehsil of Yeotmal district of Vidharbha region. The required automatic rainguage charts were collected from Arni station of hydrology project. These rainfall charts were analyzed for maximum annual rainfall intensity of selected duration's viz., 0.08, 0.16, 0.25, 0.5, 1, 2, 3, 6, 12 and 24 hours. The plotting positions were obtained by using the 'computed method' for development of frequency lines. Value of constants a and b were determined by using graphical method and the values of K and d were determined by using least square method. The values of constants K, a, b and d were found to be 3.148, 0.2074, 0.12 and 0.5574 for Arni station of Yeotmal district. The nomograph was developed for the IDF relationship for the same station.

Keywords


Nomographs, Rainfall Intensity-Duration-Frequency.

References