Evaluation of hydrogeological impact of tunnel engineering in a karst aquifer by coupled discrete-continuum numerical simulations

2020 ◽  
pp. 125765
Author(s):  
Xiaokang Zheng ◽  
Zhibing Yang ◽  
Sheng Wang ◽  
Yi-Feng Chen ◽  
Ran Hu ◽  
...  
Water ◽  
2019 ◽  
Vol 11 (11) ◽  
pp. 2311
Author(s):  
Alessandra Feo ◽  
Andrea Zanini ◽  
Emma Petrella ◽  
Rebeca Hernàndez-Diaz ◽  
Fulvio Celico

We investigate the long-distance salinity in a dual permeability coastal karst aquifer with a double conduit network using a three-dimensional variable-density groundwater flow and multispecies transport SEAWAT model. Sensitivity analyses were used to evaluate the impact of the parameters and boundary conditions on the modeling saltwater wedge in a karstic aquifer situated in the Cuban land territory, including hydraulic conductivity, vertical anisotropy and salinity concentration; both in the conduits network and the fractured medium. These analyses indicated that hydraulic conductivity of the fractured medium and salt concentration were the ones that have a stronger effect on saltwater intrusion in a karstic aquifer. We also show results of the three-dimensional numerical simulations on groundwater salinity for different scenarios with the variabilities of the important parameters and compare results with electric conductivity profiles measured in a well.


2013 ◽  
Vol 405-408 ◽  
pp. 2217-2221
Author(s):  
Feng Jiang ◽  
Jun Wei Wan ◽  
Kun Huang

The recharge coefficient of karst spring system in Baziling tunnel region of Yiwan railway was studied in this paper, using groundwater regime and daily precipitation data. Tracer test were conducted to confirm the boundary of the S1 karst spring. Attenuation curve of spring was used to calculate the water changes in karst aquifer. The results show that recharge coefficient of one karst spring system is not a constant value, but a variety that influenced by the precipitation intensity and distribution. Thus when water balance model was used, the annual recharge coefficient can only be applied to access normal flow into the tunnel. But if used to access the Maximum flow into the tunnel, the flow will be much less than measured flow into the tunnel, which is a great threat to the tunnel engineering.


2020 ◽  
Vol 640 ◽  
pp. A53
Author(s):  
L. Löhnert ◽  
S. Krätschmer ◽  
A. G. Peeters

Here, we address the turbulent dynamics of the gravitational instability in accretion disks, retaining both radiative cooling and irradiation. Due to radiative cooling, the disk is unstable for all values of the Toomre parameter, and an accurate estimate of the maximum growth rate is derived analytically. A detailed study of the turbulent spectra shows a rapid decay with an azimuthal wave number stronger than ky−3, whereas the spectrum is more broad in the radial direction and shows a scaling in the range kx−3 to kx−2. The radial component of the radial velocity profile consists of a superposition of shocks of different heights, and is similar to that found in Burgers’ turbulence. Assuming saturation occurs through nonlinear wave steepening leading to shock formation, we developed a mixing-length model in which the typical length scale is related to the average radial distance between shocks. Furthermore, since the numerical simulations show that linear drive is necessary in order to sustain turbulence, we used the growth rate of the most unstable mode to estimate the typical timescale. The mixing-length model that was obtained agrees well with numerical simulations. The model gives an analytic expression for the turbulent viscosity as a function of the Toomre parameter and cooling time. It predicts that relevant values of α = 10−3 can be obtained in disks that have a Toomre parameter as high as Q ≈ 10.


2007 ◽  
Vol 17 (4) ◽  
pp. 347-380 ◽  
Author(s):  
Mohammad P. Fard ◽  
Denise Levesque ◽  
Stuart Morrison ◽  
Nasser Ashgriz ◽  
J. Mostaghimi

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