Drawdown of urban drain trenches triggering 2-D transient seepage in soil massifs subject to managed aquifer discharge: sandbox experiments, analytical and HYDRUS2D modeling

Managed Aquifer Discharge (MAD) through trenches lowers the water table of 'shallow perched aquifers' in urban areas (Muscat-Oman). Drawdown of the water table in periodic trenches or a single trench is experimentally studied in a sandbox, and modelled numerically (by HYDRUS2D) and analyti...

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Published inUrban water journal Vol. 19; no. 3; pp. 299 - 313
Main Authors Al-Yaqoubi, Shahad, Al-Maktoumi, Ali, Obnosov, Yurii, Kacimov, Anvar
Format Journal Article
LanguageEnglish
Published Abingdon Taylor & Francis 16.03.2022
Taylor & Francis Ltd
Subjects
Aquifer management
Aquifers
boundary-value problem and the keldysh-sedov formula
Capillarity
complex potential-conformal mappings
Control stability
Discharge
Drawdown
Equilibrium flow
Erosion control
Exact solutions
Flow rates
Flow velocity
Gradients
Groundwater table
Hydraulic gradient
HYDRUS2D simulations
Isobars
isobars-isohumes-isotachs-streamlines
Massifs
Mathematical analysis
Mathematical models
Pore pressure
Pore water pressure
sandbox drawdown experiments
Seepage
Slope stability
Soil
Soils
Stability analysis
Streamlines
Trenches
Unsteady flow
Urban areas
Urban drainage by trenches
Water levels
Water table
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Abstract Managed Aquifer Discharge (MAD) through trenches lowers the water table of 'shallow perched aquifers' in urban areas (Muscat-Oman). Drawdown of the water table in periodic trenches or a single trench is experimentally studied in a sandbox, and modelled numerically (by HYDRUS2D) and analytically. Evaluation of transient flow fields of pore pressure and hydraulic gradients is necessary for assessing the stability of trench slopes to seepage-induced erosion. A controlled emptying of trench's water level is examined. An analytical solution is obtained for an unconfined seepage at an early stage of drainage. Numerical simulations are conducted for early and late stages of seepage towards a partially filled trench in soils with capillarity. For a steady-state Darcian flow limit, comparisons of HYDRUS results with the Charny analytical formula for capillarity-free soils are done. The flow rates, isobars, isotachs and streamlines are determined, with assessment of zones of high hydraulic gradients susceptible to seepage erosion.
AbstractList Managed Aquifer Discharge (MAD) through trenches lowers the water table of ‘shallow perched aquifers’ in urban areas (Muscat-Oman). Drawdown of the water table in periodic trenches or a single trench is experimentally studied in a sandbox, and modelled numerically (by HYDRUS2D) and analytically. Evaluation of transient flow fields of pore pressure and hydraulic gradients is necessary for assessing the stability of trench slopes to seepage-induced erosion. A controlled emptying of trench’s water level is examined. An analytical solution is obtained for an unconfined seepage at an early stage of drainage. Numerical simulations are conducted for early and late stages of seepage towards a partially filled trench in soils with capillarity. For a steady-state Darcian flow limit, comparisons of HYDRUS results with the Charny analytical formula for capillarity-free soils are done. The flow rates, isobars, isotachs and streamlines are determined, with assessment of zones of high hydraulic gradients susceptible to seepage erosion.
Author Al-Yaqoubi, Shahad
Al-Maktoumi, Ali
Obnosov, Yurii
Kacimov, Anvar
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  surname: Kacimov
  fullname: Kacimov, Anvar
  organization: Sultan Qaboos University
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Snippet Managed Aquifer Discharge (MAD) through trenches lowers the water table of 'shallow perched aquifers' in urban areas (Muscat-Oman). Drawdown of the water table...
Managed Aquifer Discharge (MAD) through trenches lowers the water table of ‘shallow perched aquifers’ in urban areas (Muscat-Oman). Drawdown of the water table...
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SubjectTerms Aquifer management
Aquifers
boundary-value problem and the keldysh-sedov formula
Capillarity
complex potential-conformal mappings
Control stability
Discharge
Drawdown
Equilibrium flow
Erosion control
Exact solutions
Flow rates
Flow velocity
Gradients
Groundwater table
Hydraulic gradient
HYDRUS2D simulations
Isobars
isobars-isohumes-isotachs-streamlines
Massifs
Mathematical analysis
Mathematical models
Pore pressure
Pore water pressure
sandbox drawdown experiments
Seepage
Slope stability
Soil
Soils
Stability analysis
Streamlines
Trenches
Unsteady flow
Urban areas
Urban drainage by trenches
Water levels
Water table
Title Drawdown of urban drain trenches triggering 2-D transient seepage in soil massifs subject to managed aquifer discharge: sandbox experiments, analytical and HYDRUS2D modeling
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