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Filtration of the underground water to the workings of a large diameter

https://doi.org/10.32454/0016-7762-2019-4-58-67

Abstract

An approximate solution obtained by the author for the problem of the flow of pressure groundwater to a large-diameter water receiving system with a disturbed aquifer with a constant flow rate has been given. The solution has been obtained using the most general method of finding approximate solutions — the method of integral relations of G.I. Barenblatt. Comparison of the computational results based on an approximate solution with computations based on accurate and well-known approximate solution about the inflow of fluids (water, gas, oil) to large-diameter water receiving systems — «big wells» — «enlarged wells». This comparison has shown that an approximate solution provides a calculation of piezometric groundwater level lowering (with a known constant disturbance flow rate) at any point of the aquifer, and also at the wall of the receiving system, with a relative error of less than 5 % for a wide range of times from the beginning of the disturbance. The resulting solution has a disproportionately large area of application in comparison with the «big well» method traditionally used in hydrogeological practice.

About the Author

M. M. Burakov
LP RPDC «KazGIDEK»
Kazakhstan

Of. 506, 43а, ul. Mynbaeva, Almaty 050008



References

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For citations:


Burakov M.M. Filtration of the underground water to the workings of a large diameter. Proceedings of higher educational establishments. Geology and Exploration. 2019;(4):58-67. (In Russ.) https://doi.org/10.32454/0016-7762-2019-4-58-67

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