KFU. Card publication. Rainfall induced groundwater mound in wedge-shaped promontories: The Strack

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RAINFALL INDUCED GROUNDWATER MOUND IN WEDGE-SHAPED PROMONTORIES: THE STRACK&NDASH;CHERNYSHOV MODEL REVISITED

Form of presentation

Articles in international journals and collections

Year of publication

2016

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Authors, employees of KFU

Kayumov Ilgiz Rifatovich, author

Bibliographic description in the original language

A.R. Kacimov, I.R. Kayumov, A. Al-Maktoumi, Rainfall induced groundwater mound in wedge-shaped promontories: The Strack–Chernyshov model revisited // Advances in Water Resources Volume 97, November 2016, Pages 110–119

Annotation

An analytical solution to the Poisson equation governing Strack's discharge potential (squared thickness of a saturated zone in an unconfined aquifer) is obtained in a wedge-shaped domain with given head boundary conditions on the wedge sides (specified water level in an open water body around a porous promontory). The discharge vector components, maximum elevation of the water table in promontory vertical cross-sections, quantity of groundwater seeping through segments of the wedge sides, the volume of fresh groundwater in the mound are found. For acute angles, the solution to the problem is non-unique and specification of the behaviour at infinity is needed. A “basic” solution is distinguished, which minimizes the water table height above a horizontal bedrock. MODFLOW simulations are carried out in a finite triangular island and compare solutions with a constant-head, no-flow and “basic” boundary condition on one side of the triangle. Far from the tip of an infinite-size promontory o

Keywords

Dirichlet conditions for Poisson equation; Analytic and numeric solutions; Dupuit?Forchheimer model; Water table with natural recharge; Evaporation and sea water intrusion

The name of the journal

ADV WATER RESOUR

URL

http://www.sciencedirect.com/science/article/pii/S0309170816303633

Please use this ID to quote from or refer to the card

https://repository.kpfu.ru/eng/?p_id=138387&p_lang=2

Full metadata record

Field DC	Value	Language
dc.contributor.author	Kayumov Ilgiz Rifatovich	ru_RU
dc.date.accessioned	2016-01-01T00:00:00Z	ru_RU
dc.date.available	2016-01-01T00:00:00Z	ru_RU
dc.date.issued	2016	ru_RU
dc.identifier.citation	A.R. Kacimov, I.R. Kayumov, A. Al-Maktoumi, Rainfall induced groundwater mound in wedge-shaped promontories: The Strack–Chernyshov model revisited // Advances in Water Resources Volume 97, November 2016, Pages 110–119	ru_RU
dc.identifier.uri	https://repository.kpfu.ru/eng/?p_id=138387&p_lang=2	ru_RU
dc.description.abstract	ADV WATER RESOUR	ru_RU
dc.description.abstract	An analytical solution to the Poisson equation governing Strack's discharge potential (squared thickness of a saturated zone in an unconfined aquifer) is obtained in a wedge-shaped domain with given head boundary conditions on the wedge sides (specified water level in an open water body around a porous promontory). The discharge vector components, maximum elevation of the water table in promontory vertical cross-sections, quantity of groundwater seeping through segments of the wedge sides, the volume of fresh groundwater in the mound are found. For acute angles, the solution to the problem is non-unique and specification of the behaviour at infinity is needed. A “basic” solution is distinguished, which minimizes the water table height above a horizontal bedrock. MODFLOW simulations are carried out in a finite triangular island and compare solutions with a constant-head, no-flow and “basic” boundary condition on one side of the triangle. Far from the tip of an infinite-size promontory o	ru_RU
dc.language.iso	ru	ru_RU
dc.subject		ru_RU
dc.title	Rainfall induced groundwater mound in wedge-shaped promontories: The Strack–Chernyshov model revisited	ru_RU
dc.type	Articles in international journals and collections	ru_RU