Reclamation of Irrigated Lands and Improvement of the Groundwater Regime Under Vertical Drainage Operation
- 1 Department of Land Reclamation and Ecology of Irrigated Areas, Kazakh Scientific Research Institute of Water Economy, Taraz, 080003, Kazakhstan
- 2 Mukhtar Auezov South Kazakhstan Research University, Shymkent, 160012, Kazakhstan
Abstract
The aim of the study was to identify patterns of seasonal groundwater-level fluctuations and assess the effectiveness of vertical drainage in regulating the reclamation regime of saline lands in Kazakhstan. The methods included monitoring-well observations, calculation of seasonal amplitudes, Student’s t-test, the Mann-Whitney U test, and Pearson correlation analysis. Before the growing season, groundwater occurred at a depth of 1.5-1.7 m, corresponding to the critical threshold for secondary salinisation. By days 5-6 after the inflow of irrigation and meltwater, groundwater became shallower rapidly, with the rate of shallowing increasing from 0.20-0.30 m/day during the initial stage to 0.80-0.90 m/day. From 2021 to 2024, a stable annual cycle was recorded: a spring shallowing to 1.4-1.6 m depth, a summer deepening to 2.5-3.3 m depth. Drainage-system operation remained stable throughout the leaching period. The average discharge was 38 L/s, while the volume of pumped water ranged from 260.35 to 325.45 thousand m³. The efficiency coefficient remained at 0.96-0.97 despite a reduction in operating duration from 10 to 8 days and a decline in energy consumption toward the end of the cycle. Seasonal analysis showed that operational coefficients of 0.25-0.30 maintained stable drainage during transitional and summer periods, whereas a coefficient of 0.50 was required during periods of increased hydrological load. The findings confirm that vertical drainage effectively regulates groundwater levels, supports a stable reclamation regime, and reduces the risk of secondary soil salinisation. The results can be used to set vertical-drainage operating coefficients at 0.25–0.30 during stable summer conditions and increase them to 0.50 during spring and early-autumn peak recharge to maintain groundwater below the secondary-salinisation threshold while reducing unnecessary pumping and energy consumption.
DOI: https://doi.org/10.3844/ojbsci.2026.26.04.078
Copyright: © 2026 Balzhan Amanbayeva, Raushan Dzhaisambekova, Alexander Basmanov, Nurlan Balgabayev and Rustem Ergali. This is an open access article distributed under the terms of the
Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
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Keywords
- Leaching Period
- Pumping Volume
- Water Level Rise
- Efficiency Coefficient
- Discharge