Analytical Solution of Saltwater Intrusion in Costal Aquifers Considering Climate Changes and Different Boundary Conditions

被引:19
作者
Abd-Elaty, Ismail [1 ]
Zelenakova, Martina [2 ]
Krajnikova, Katarina [3 ]
Abd-Elhamid, Hany F. [1 ,4 ]
机构
[1] Zagazig Univ, Fac Engn, Dept Water & Water Struct Engn, Zagazig 44519, Egypt
[2] Tech Univ Kosice, Fac Civil Engn, Dept Environm Engn, Kosice 04200, Slovakia
[3] Tech Univ Kosice, Fac Civil Engn, Inst Technol Econ & Management Construct, Kosice 04200, Slovakia
[4] Tech Univ Kosice, Fac Civil Engn, Ctr Res & Innovat Construct, Kosice 04200, Slovakia
关键词
saltwater intrusion; analytical solution; numerical solution; climate change; Nile Delta aquifer; SEA-LEVEL RISE; FRESH-WATER; SEAWATER INTRUSION; SALT-WATER; IMPACT;
D O I
10.3390/w13070995
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Groundwater contamination due to saltwater intrusion (SWI) has an extreme effect on freshwater quality. Analytical and numerical models could be used to investigate SWI. This study aims to develop an analytical solution to investigate SWI into coastal aquifers which was applied to a real case study at the Middle Nile Delta aquifer (MNDA). The study presented a new formula to predict the difference in depth of freshwater to seawater interface due to a change in boundary conditions. A Computer Program for Simulation of Three-Dimensional Variable-Density Ground-Water Flow and Transport (SEAWAT) is used for groundwater flow simulation and SWI and the results compared with the developed analytical solution. Four scenarios are considered in the study, including; the sea-level rise (SLR), reduction in recharge, over abstraction, and combination after 50 years (2070). The analytical solution gave good results compared to the numerical one where Equiline 1 intruded to 103 and 101.66 km respectively at the base case. The results also gave a good agreement between numerical and the analytical solution for SLR due to climate changes by 52.80 cm where the Equiline 1 reached to 105 and 103.45 km. However, the reduction in aquifer recharge by 18.50% resulted in an intrusion for the Equiline-1 to 111 and 108.25 km from the shoreline. Over pumping due to the increase in population by 89% has increased the SWI to reach 121,110.31 km, while it reached 131 and 111.32 km at a combination of the three scenarios, which represents the highest threatening scenario. Also, the difference between the two solutions reached 1.30%, 1.48%, 2.48%, 8.84%, and 15.02%, respectively for the base case and four scenarios. For the current case study, the analytical model gave good results compared to the numerical one, so that the analytical solution is recommended for similar studies, which could save the time and capabilities of computer required for the numerical solutions.
引用
收藏
页数:18
相关论文
共 49 条
  • [1] Evaluation of potential impact of Grand Ethiopian Renaissance Dam on Seawater Intrusion in the Nile Delta Aquifer
    Abd-Elhamid, H.
    Abdelaty, I.
    Sherif, M.
    [J]. INTERNATIONAL JOURNAL OF ENVIRONMENTAL SCIENCE AND TECHNOLOGY, 2019, 16 (05) : 2321 - 2332
  • [2] Impact of over-pumping and sea level rise on seawater intrusion in Gaza aquifer (Palestine)
    Abd-Elhamid, H. F.
    Javadi, A. A.
    Qahman, K. M.
    [J]. JOURNAL OF WATER AND CLIMATE CHANGE, 2015, 6 (04) : 891 - 902
  • [3] Abd-Elhamid H.F., 2010, THESIS I EXETER EXTE
  • [4] Simulation of seawater intrusion in the Nile Delta aquifer under the conditions of climate change
    Abd-Elhamid, Hany
    Javadi, Akbar
    Abdelaty, Ismail
    Sherif, Mohsen
    [J]. HYDROLOGY RESEARCH, 2016, 47 (06): : 1198 - 1210
  • [5] Impact of sea level rise and over-pumping on seawater intrusion in coastal aquifers
    Abd-Elharnid, H. F.
    Javadi, A. A.
    [J]. JOURNAL OF WATER AND CLIMATE CHANGE, 2011, 2 (01) : 19 - 28
  • [6] Agrawala Shardul., 2004, Development and Climate Change in Egypt: Focus on Coastal Resources and the Nile
  • [7] [Anonymous], 2002, NIL DELT GROUNDW MOD
  • [8] [Anonymous], 2014, EGYPTIAN J ENG SCI T
  • [9] [Anonymous], 2003, MODSIM 2003 INT C MO
  • [10] Barnett B., 2012, Australian groundwater modelling guidelines