TECHNICAL PAPERS
Apr 30, 2011

Soil Water Retention Characteristics of Vertisols and Pedotransfer Functions Based on Nearest Neighbor and Neural Networks Approaches to Estimate AWC

Publication: Journal of Irrigation and Drainage Engineering
Volume 138, Issue 2

Abstract

Irrigation management in vertisols is one of the major challenges to increase agricultural productivity in India and many developing countries. Unfortunately, information on hydraulic properties of these soils is very sparse. In an attempt to understand these soils for better management, 10 different functions were evaluated for their efficacy to describe soil-water retention characteristics (SWRC) of vertisols of India, and point pedotransfer functions (PTFs) were developed by using a nearest neighbor (k-NN) algorithm as an alternative to widely used artificial neural networks (ANN) for prediction of available water capacity (AWC). Soil profile information of 26 representative sites comprising 157 soil samples was used for analysis. The Campbell model fit to measured SWRC data better than any other model, with relatively lower root mean square error (RMSE) (0.0199), higher degree of agreement (0.9867), and lower absolute error on an average (0.0134). Three other functions, namely, modified Cass-Hutson, Brooks-Corey, and van Genuchten, also described the SWRC data with acceptable accuracy. Four levels of input information were used for point pedotransfer function (PTF) development: (1) textural data [data on sand, silt, and clay fraction (SSC)]; (2) Level 1+bulk density data (SSCBD); (3) Level 2+organic matter (SSCBDOM); and (4) Level 1+organic matter (SSCOM). The RMSE in predictions by k-NN PTFs ranged from 0.0339 to 0.0450m3m-3 with an average of 0.0403m3m-3. The ANN PTFs performed with average RMSE 0.0426m3m-3 and a range of 0.0395 to 0.0474m3m-3. The k-NN algorithm provided a viable alternative to neural regression with marginally better performance and the benefit of flexibility in the appending reference database. The results are significant because SWRC data are still in the development stage in India, and k-NN PTFs would have a greater value because of the flexibility.

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Acknowledgments

Help rendered in preparation of this manuscript by Dr. Arun Chaturvedi and Shri. Pramod Tiwari is gratefully acknowledged. Their criticism helped in refining the manuscript to a great extent.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 138Issue 2February 2012
Pages: 177 - 184

History

Received: Jun 8, 2010
Accepted: Apr 28, 2011
Published online: Apr 30, 2011
Published in print: Feb 1, 2012

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Authors

Affiliations

N. G. Patil
Scientist (SG) National Bureau of Soil Survey and Land Use Planning (NBSS&LUP), Amravati Road, Shanakarnagar P.O. Nagpur, India 440010 (corresponding author). E-mail: [email protected]
D. K. Pal
Head, Division of SRS, National Bureau of Soil Survey and Land Use Planning (NBSS&LUP), Amravati Road, Shanakarnagar P.O. Nagpur, India 440010.
C. Mandal
Pr. Scientist, National Bureau of Soil Survey and Land Use Planning (NBSS&LUP), Amravati Road, Shanakarnagar P.O. Nagpur, India 440010.
D. K. Mandal
Pr. Scientist, National Bureau of Soil Survey and Land Use Planning (NBSS&LUP), Amravati Road, Shanakarnagar P.O. Nagpur, India 440010.

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