Ground Water Flow Mechanism Conceptually
DOI:
https://doi.org/10.22105/kmisj.v1i1.39Keywords:
Resources, Irrigation, Economy, Ground water, PlanningAbstract
Availability of resources of surface water is limited. It is unavailable at all places. Hence use of these sources is restricted in order to cope with ever increasing need of supply of water for irrigation purposes, industrial work and domestic purposes. Their global distribution results in least vulnerable in comparison to contaminated surface water sources. Ground water
performs active contribution in meeting this high demand especially in India which is developing country and its economy is much more dependent of agriculture sector. This sector extends employment to rural people as well as it is major source of countries economy. To strike a balance between resources and development, it is essential that recharging of groundwater water resources and withdrawal there of are performed with proper planning and supervising. To enhance natural replenishment, education of artificial recharge and ground water withdrawal is crucial. Planning and executing systematic management of groundwater sources are required to overcome scarcity of water on one end and suppress environmental issues on other side affecting all around.
References
G. Adomian, Solving Frontier problems of Physics. The Decomposition Method, Vol 6 of Fundamental
Theories of Physics, Kluwer Academic Publishers, Boston, mass, HUSA, (1994).
E.U. Agom, A. M. Badmus, Application of Adomian decomposition method in solving second order
nonlinear ordinary differential equations, International Journal of Engineering Science Invention, 4:11,
–65 (2015).
J. Bear, Dynamics of Fluids in Porous Media Elsevier, New York, (1972).
H.A. Basha, S.F. Maalouf, Theoretical and conceptual models of subsurface hillslope flows, Water Re-
source, 41:7, W077018 (2005).
H.H. Cooper, M.I. Rorabaugh, Ground-water movements and bank storage due to flood stages in surface
streams, Water Supply Paper, 1536-J, 343–366 (1963).
T.G. Chapman, Modeling groundwater flow over sloping beds, Water Resour Res., 16:6, 1114–1118
(1980).
T.G. Chapman, Recharge-induced groundwater flow over a plane sloping bed: Solutions for steady and
transient flow using physical and numerical models, Water Resour. Res., 41, (2005)
E.C. Childs, Drainage of groundwater resting on sloping beds, Water Resour Res., 7, 1256–1263 (1971).
H. Darcy, Les fontainespubliques de la vile de Dijon Paris: Dalmont. (1956).
S. Daliev, Mathematical modeling to change the groundwater level In The multilayer porous media, In-
ternational Journal of Advanced Science and Technology, 29:7, 3366–3381 (2020).
D.A. Juraev, S. Noeiaghdam, Modern problems of mathematical physics and their applications, Axioms,
:2 1–6 (2022).
P.N. Kalaidzidou, D. Karamouzis, D. Moraitis, A finite element model for the unsteady groundwater flow
over sloping beds, Water Resources Management, 11:1, 69–81 (1997).
K.N. Moutsopoulos, Solution of Boussinesq equation subject to a nonlinear Robin boundary condition,
Water Resources Research, 49, 7–18, (2013).
P.Y. Polubarinova-Kochina, Theory of Groundwater Movement Princeton University Press, Princetons,
(1962).
A. Upadhyaya, H.S. Chauhan, Falling water tables in non-sloping/sloping aquifer, J. Irrig. Drain. Eng.,
:6, 378–384 (2001).
J.C. Vanikar, R.K. Bansal, Mathematical modelling of surface-ground water interactions under varying
hydrological conditions: Review of Past Works, Journal of Engineering Research and Reports, 20:4,
–97, (2021).
J.C. Vanikar, R.K. Bansa, Modelling of surface-seepage flow in sloping terrains mediated in presence of
vertical streambank, International Conference on Materials and Environmental Science (ICMES-2018)
Proceedings, (2018).
J.C. Vanikar, R.K. Bansal, Mathematical modelling of subsurface seepage flow over slopingTerrain due
to vertical recharge and seepage from stream stage variations, International Journal of Future Generation
Communication and Networking 13:3, 1241–1248 (2020).
V. Zlotnik, G. Ledder, Groundwater Velocity in an Unconfined Aquifer With Rectangular Areal Recharge;
Water Resources Research, 29:8, 2827–2834 (1993).
Issue 1