Analytical Solution of the Linearized Boussinesq Equation Considering Time-Dependent Downslope Boundary, Variable Recharge and Bedrock Seepage

Ratan Sarmah (), Sagar Rohidas Chavan and Ickkshaanshu Sonkar
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Ratan Sarmah: Indian Institute of Technology Ropar
Sagar Rohidas Chavan: Indian Institute of Technology Ropar
Ickkshaanshu Sonkar: Indian Institute of Technology Ropar

Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), 2024, vol. 38, issue 4, No 20, 1563-1585

Abstract: Abstract The present study proposes an analytical solution to a linearized Boussinesq equation considering unsteady downslope river stage, spatio-temporal rainfall recharge, and bedrock seepage. This analytical solution alleviates the limitations of the previous studies like varying river boundary, leaky aquifer bed, and non-uniform recharge simultaneously. The time-dependent river stage depicts the seasonal water level variation in the river, whereas the leakage from the confined to the unconfined aquifer or vice versa represents the bedrock seepage. The analytical expression is derived using the separation of variable method along with a variable transformation technique. The proposed solution is validated using nonlinear numerical and linearized analytical solution. The study highlights that the aquifers with higher bedrock conductivity tend to have a higher inflow rate to the aquifer from the river during monsoon season and a higher outflow rate to the river from the aquifer in the lean period. The analysis also illustrates that for a relatively flat catchment area, with the rise of the water level in the river, there is a reverse flow from the river to the aquifer. Further, the stream stage variation rate is found to be pivotal in deciding the duration of flow direction alteration and volume of water released from the aquifer. Furthermore, a sensitivity analysis is performed to assess the influence of flow parameters on the discharge function. The discharge is found to be positively sensitive to hydraulic conductivity, aquifer slope, and recharge. Finally, the residence time distributions corresponding to various bedrock seepage conditions are examined. Results indicate that the residence time for the various conditions tends to exhibit the heavy-tailed distributions.

Keywords: Analytical solution; Bedrock seepage; Linearized Boussinesq equation; Inclined unconfined aquifer; Residence time distribution (search for similar items in EconPapers)
Date: 2024
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DOI: 10.1007/s11269-024-03739-6

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