One–Dimensional Solute Transport for an Input against the Flow in a Homogeneous Finite Porous Media
Öz
A theoretical model comprising advection-dispersion equation with temporal seepage velocity,
dispersion coefficient and time dependent pulse type input of uniform nature
applied against the flow in a finite porous domain. Input concentration is any
continuous smooth function of time acts up to some finite time and then
eliminated. Concentration gradient at other boundary is proportional to
concentration. Dispersion is proportional to seepage velocity. Interpolation method is applied to
reduce the input function into a polynomial. Certain transformations are
utilized to reduce the variable coefficient into constant coefficient in the
advection dispersion equation. The Laplace transform technique is applied to
get the solution of advection dispersion equation. Two different functions of
input are discussed to understand the utility of the present study. Obtained
result is demonstrated graphically with the help of numerical example.
Anahtar Kelimeler
Kaynakça
- L.F. Konikow, D.J. Goode, “Apparent dispersion in transient groundwater flow”, Water Resources Research, 1990 , Vol 26, Issue 10,October Pages 2339–2351.
- K. Huang, M.Th. van Genuchten, and R. Zhang, “Exact solutions for one dimensional transport with asymptotic scale-dependent dispersion” Appl. Math. Model., 1996, 20, 298-308.
- S.J. Watson, D.A. Barry, R.J. Schotting, S.M. Hassanizadeh,“Validation of classical density-dependent solute transport theory for stable, high-concentration-gradient brine displacements in coarse and medium sands” Advances in Water Resources, 2002,Volume 25, Issue 6, Pages 611–635.
- V. Batu, “A generalized two-dimensional analytical solution for hydrodynamic dispersion in bounded media with the first-type boundary condition at the source”, Water Resour. Res., 1989, Vol. 25, 1125-1132.
- Verma, A.K., Bhallamudi, S.M., and Eswaran, V.. “Overlapping Control Volume Method for Solute Transport.” J. Hydrol. Eng., 2000 5(3), 308-316.
- M. Jang, J. Lee, J. Choe, and J. M. Kang, “Modeling of solute transport in a single fracture using streamline simulation and experimental validation.” J. Hydrol., 2002. 261, 74-85.
- M. Massabo, R. Cianci, and O. Paladino, “Some analytical solutions for two dimensional convection-dispersion equation in cylindrical geometry.” Environ. Modell. Softw., 2006, Vol.. 21 (5), 681-688.
- D.K. Jaiswal, A. Kumar, N. Kumar, R.R. Yadav, “Analytical solutions for temporally and spatially dependent solute dispersion of pulse type input concentration in one-dimensional semi-infinite media” Journal of Hydro–environment Research, 2009,Vol. 2, 254–263.
Ayrıntılar
Birincil Dil
İngilizce
Konular
Mühendislik
Bölüm
Araştırma Makalesi
Yazarlar
Raja Ram Yadav
University of Lucknow,Lucknow-226007,india
India
Joy Roy
Bu kişi benim
University of Lucknow,Lucknow-226007,india
India
Dilip Kumar Jaiswal
Bu kişi benim
Shri Ramswaroop Memorial University, Lucknow, U.P., India
India
Yayımlanma Tarihi
30 Haziran 2019
Gönderilme Tarihi
2 Aralık 2017
Kabul Tarihi
20 Nisan 2019
Yayımlandığı Sayı
Yıl 2019 Cilt: 5 Sayı: 2