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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM29002
Volume:
8 |
3 |
Mar 2024
Pages:
1-5
Publication Frequency:
Monthly (12 issues per year)
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.
Civil Engineering
Ballari Institute of Technology & Management
Civil Engineering
Ballari Institute of Technology & Management
Civil Engineering
Ballari Institute of Technology & Management
Civil Engineering
Ballari Institute of Technology & Management
Reservoirs lose storage capacity over time due to progressive sedimentation, posing a significant threat to water resource management and dam safety. This study investigates the geotechnical and agricultural properties of sediment deposited in the Tungabhadra (TB) Dam reservoir at Munirabad Lake, Hosapete, Karnataka. Sediment samples were subjected to a battery of geotechnical tests including water content, specific gravity, sieve analysis, Atterberg limits, standard Proctor compaction, and direct shear tests, per relevant IS codes. Agricultural characterisation covered fourteen parameters including pH, electrical conductivity, available nitrogen, potassium, phosphorus, organic carbon, and trace metals (Fe, Mn, Zn, Cu, Pb, Ni, Cr). Results indicate that the sediment is predominantly sandy silt with a liquid limit of 31%, plastic limit of 18%, shrinkage limit of 7.21%, and an optimum moisture content of 10.16%. Agricultural analysis confirms that the sediment satisfies permissible ranges for all major nutrients, with pH 6.94, adequate nitrogen (340.6 kg/ha), high potassium (485.6 kg/ha), and trace metals within safe limits, indicating strong potential for use as agricultural soil amendment. The study concludes that TB Dam sediment can be beneficially utilised for agricultural purposes, contributing to both dam desilting and soil fertility improvement.
KEYWORDS
Based on the comprehensive geotechnical and agricultural characterisation of sediment deposited in TB Dam (Munirabad Lake), the following conclusions are drawn: • The sediment is classified as sandy silt (SM), with fine sand and silt fractions dominating the grain size distribution. Only 3.6% of particles are finer than 0.075 mm. • The natural water content (33.18%), specific gravity (2.41–2.53), liquid limit (31%), plastic limit (18%), plasticity index (13%), and shrinkage limit (7.21%) are characteristic of medium-plasticity silt of low to intermediate compressibility. • The optimum moisture content is 10.16%, indicating adequate compaction characteristics for potential use as fill or agricultural topsoil. • Agricultural analysis confirms that the sediment satisfies permissible ranges for all fourteen parameters tested, including pH, electrical conductivity, macronutrients (N, P, K), and trace metals. • The sediment is enriched in available nitrogen (340.6 kg/ha) and potassium (485.6 kg/ha), making it a valuable soil amendment for improving crop yields in the agricultural lands surrounding the TB Dam command area. • Lead contamination is absent (nil), and all other trace metals are within safe agricultural limits, confirming that the sediment poses no heavy metal toxicity risk to crops or soils. • The study demonstrates that TB Dam sediment can be profitably utilised for agricultural purposes. Planned desilting operations would simultaneously restore reservoir storage capacity (currently reduced by approximately 33 TMC due to sedimentation) and generate nutrient-rich soil amendment material, providing a dual environmental and agricultural benefit.
[1] V. K. Sissakian, N. Adamo, and N. Al-Ansari, “The role of geological investigations for dam siting: Mosul Dam a case study,” Engineering, vol. 6, pp. 352–368, 2014. [2] G. V. Nagalingeswar Rao, C. Sashidhar, and G. Abbaiah, “Estimation of sediment production of Tungabhadra Project in Krishna Basin using Universal Soil Loss Equation,” Int. J. Eng. Res. Appl., 2014. [3] P. R. Ghorpade, A. R. Chavan, and H. P. Kadam, “De-silting artifice for dams,” Int. J. Adv. Res. Sci. Eng., 2017. [4] G. M. Kondolf, Y. Gao, G. W. Annandale, et al., “Sustainable sediment management in reservoirs and regulated rivers: experiences from five continents,” Earth’s Future, vol. 2, no. 5, pp. 256–280, 2014. [5] M. S. Umesh Babu and E. T. Puttaiah, “Issues and constraints of water resource management in Tungabhadra River Basin in India,” Environ. Sci. Eng., 2012. [6] IS 2720 (Part 2):1973, Determination of Water Content. Bureau of Indian Standards, New Delhi. [7] IS 2720 (Part 3):1980, Determination of Specific Gravity. Bureau of Indian Standards, New Delhi. [8] IS 2720 (Part 4):1983, Grain Size Analysis. Bureau of Indian Standards, New Delhi. [9] IS 2720 (Part 5):1985, Determination of Liquid and Plastic Limit. Bureau of Indian Standards, New Delhi. [10] IS 2720 (Part 6):1972, Determination of Shrinkage Factors. Bureau of Indian Standards, New Delhi. [11] IS 2720 (Part 7/8):1980/83, Determination of Water Content–Dry Density Relation (Standard Proctor Test). Bureau of Indian Standards, New Delhi. [12] IS 2720 (Part 13):1986, Direct Shear Test. Bureau of Indian Standards, New Delhi.
Publication Date
7/27/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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