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Paper ID:IJSREM67125

IDENTIFICATION OF ACTIVE INFILTRATION ZONES IN GRAND ANICUT CANAL IRRIGATED AREA IN SOUTHERN PART OF THANJAVUR DELTA USING GIS.

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM67125

Volume:

10 |

9 |

Sep 2026

Pages:

1-5

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

S.Sathiya

S.Sathiya

Department of Industries and Earth sciences

Tamil University

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Mentors

RN

R. Neelakandan

Professor and Head, Department of Industries and Earth sciences,

Tamil University.

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Abstract

The irrigation canal network systems have contributed to the availability of water not only for agriculture but also for domestic use by urban and rural households. Irrigation canal seepage and infiltration provide an important contribution to groundwater recharge. This saves a substantial amount of water that can be used to extend the irrigation area so more people can benefit from the available irrigation water. However, in the currently irrigated areas lining will have impacts by lowering groundwater levels due to a reduction in percolation from canals. This percolation contributes to the recharge of underground water in both shallow and deep bore well used by the people to obtain water for drinking and agriculture purpose during alternate season of six months in a year. In this study, the positive effects of subsurface conditions on recharge zones by infiltration from Grand Anicut canals are evaluated. The soil, geomorphology and geological data along with slope of the canal command Area in Thanjavur and Pudukottai districts are used to identify the infiltration zones influenced by Grand Anicut canal and branch canals. The analysis thus carried out has revealed that the areal extent of zones in the canal irrigated area with poor, moderate, good and excellent infiltration process zones are 30.99 sq.km, 1191.16 sq.km, 2325.87 sq.km and 327.50 sq.km respectively.

KEYWORDS

Active Infiltration Zone Canal network Ground water Recharge Irrigation area GIS.

Cite This Article

S.Sathiya, R. Neelakandan, "IDENTIFICATION OF ACTIVE INFILTRATION ZONES IN GRAND ANICUT CANAL IRRIGATED AREA IN SOUTHERN PART OF THANJAVUR DELTA USING GIS.," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 9, pp. 1-5, Sep 2026.

Full Article/Conclusion

In order to understand the active infiltration zone in the study area, thematic layers such as soil, geology, slope, geomorphology and canal density which improve the ground water storages are considered. All the above said layers were overlaid and analysed using ArcGIS software. For each of the above parameters suitable weightage values were assigned based on their ability to store water. As soil is concerned sand, loamy sand was assigned the maximum weightage value followed by sandy loam, Sandy clay loam, clay loam and clay in the decreasing order. Areas with less than 4% slope were assigned higher weightage and progressively lower weightages were assigned to the slope classes of 4-8%, 8-12%, 12-16% and over 16%. Among the various landforms of the study area maximum weightage value was assigned for alluvial plains, flood plain, coastal plain followed by Deltaic plain, Pediment, Lateritic and hill in the decreasing order. After assigning weightage values for various classes of each of these parameters, these thematic layers were integrated and the resultant map was re-classed showing zones of infiltration progressive area. The analysis thus carried out has revealed that the areal extent of zones in the canal irrigated area with poor, moderate, good and excellent infiltration process zones are 30.99 sq.km, 1191.16 sq.km, 2325.87 sq.km and 327.50 sq.km respectively. In general, it is found that in the study area, areas with low, moderate, high and very high infiltration areas are spread towards the southern and north eastern parts, covering about 51.01 per cent and 4.89 per cent of Thanjavur and Pudukkottai District respectively.

References

               Karen Meijer  , ElineBoelee , DenieAugustijn, Irna van der Molen(2006)  :”Impacts of concrete lining of irrigation canals on availability of water for domestic use in southern Sri Lanka”,Agricultural water management 83 ,pp 243–251.                Moscow,S., Jothivenkatachalam. K., and Subramani. P., (2011): “Agricultural activities impact on groundwater of Cauvery River belt in Papanasam Taluk, Tamilnadu, India”, Der ChemicaSinica, Vol.2, No.2, pp. 199-206.                Hassan Rahimi  NaderAbbasi(2007)“,Failure of concrete canal lining on fine sandy soils: a case study for the Saveh Project”,Irrigation and Drainage  Volume 57, Issue 1,pp: 1-119                Arunkumar, (2009): “Report of The Ground Water Resource Estimation Committee”, Ministry of Water Resources Government of India, New Delhi, pp.15-23                Subburaj. A, D. Dhayamalar, K. Ravichandran,K. Padmavathy& baby swetha. S(2016)”,Groundwater year book of Tamil Nadu and U.T. of Puducherry (2015-2016),pp 6-13.                R. Arumugam, venkatajalapathy, baby swetha(2020),”)”,Groundwater year book of Tamil Nadu and U.T. of Puducherry (2015-2016),pp12-23.                Chen-x, Yan J.F, Chen .Z., Luo.G.P., XV.W.Q., (2008): “A Geospatial Analysis Approach for assessing the impact of land use on Groundwater Resource in the San Gong Oasis Region”, Journal of Agricultural Food and Environmental Sciences, Vol.3, pp 62- 72.                José Luis Arumí, Diego Rivera, Eduardo Holzapfe, Peter Booch , Max Billib and Alexander Fernald(2009)”,Effect of the Irrigation Canal Network on surface and Groundwater Interactions In The Lower Valley Of The Cachapoal River, ChileChilean Journal Of Agricultural Research 69 (1): 12-20                Dhawan,B.D.,(1989): “Studies in Irrigation and Water Management”, Commonwealth Publication,New Delhi, pp.42-45.                Anon, (1982): “Technical Manual of Evaluation of Aquifers Parameters”, Central Groundwater Board, New Delhi, pp.183                Herman Bower., (1978): “Groundwater Hydrology”, McGraw – Hill, Hogkusha Ltd. Tokoyo, pp.339-375.

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Publication Date

9/5/2026

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Double-Blind Peer Review

Review Rounds: 2

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