Numerical Investigation for Riverbank Filtration Sustainability Considering Climatic Changes in Arid and Semi-Arid Regions; Case Study of RBF Site at Embaba, Nile Delta, Egypt

Abstract

Changes in riverine hydrography and reduced aquifer recharge due to projected climate changes in arid and semi-arid regions are the main issues of water supply, especially in the Nile Delta, Egypt. Continuous degradation results from reduced Nile water flow, poor management of groundwater extraction, and human activities throughout the Nile’s course and drainage channels. Contamination of this water with heavy metals and dissolved organic solids reduces the quality of this water, which increases the price of treatment. River Bank Filtration (RBF) is a water treatment technology used for improving the quality of drinking water taken from polluted rivers where abstraction wells are installed on the banks. This study was applied to the RBF site at Embaba, Nile Delta, Egypt using the numerical code MT3D. The study was simulated and calibrated for the current situation and number of scenarios to investigate the effect of climatic changes on RBF sustainability. Four scenarios were simulated to identify and estimate the RBF portion and the total water travel time from the river to the wells. The first scenario involves a reduction in river stages, the second a decrease in aquifer recharge, the third a combination of the first two scenarios, and the fourth scenario combines scenarios 1, 2, and 3. The results indicate that the RBF portion decreased from 67.42% in the base case to 35.46% and 64.99% with a reduction in river stage by 75% from the base case and a decrease in aquifer recharge from 182.50 (base case) to 50 mm per year, respectively. Moreover, the RBF portion increased to reach 87.75% with a reduction in the General Head Boundary of 75% from the base case, while the combination of the three scenarios decreased the RBF portion to 67.24%. Finally, the water supply systems in arid and semi-arid regions should be extended by installing and operating RBF facilities to manage the negative effects of climatic change through reduction in river stages and aquifer recharge, and increasing abstraction due to overpopulation.

Experimental and Numerical Study to Investigate the Impact of Changing the Boundary Water Levels on Saltwater Intrusion in Coastal Aquifers

“…where ρ b : is the bulk density (mass of the solids divided by the total volume) (ML −3 ); K dk : is the distribution coefficient of species k (L 3 M −1 ); C k : is the concentration of species k (ML −3 ); D: is the hydrodynamic dispersion coefficient tensor (L 2 T −1 ); q: is specific discharge (LT −1 ); and C sk : is the source or sink concentration (ML −3 ) of species k. The boundary conditions and hydraulic parameters play important roles in groundwater modelling [33]. The same domain of the physical model was considered in the numerical study.…”

Numerical assessment of riverbank filtration using gravel back filter to improve water quality in arid regions

“…Many of the data could not be systematically analyzed because the RBF wells could not be run continuously or regularly. Analyses of water quality standards were carried out by the central laboratory of the Giza Water and Wastewater Company and the main reference laboratory of the Holding Company for Drinking Water and Wastewater (Paufler et al, 2018;Abd-Elaty et al, 2021a).…”

Optimization of Groundwater Exploitation in an Irrigation Area in the Arid Upper Peacock River, NW China: Implications for Sustainable Agriculture and Ecology

“…Groundwater is the primary water resources for domestic, industrial, and agricultural use in many arid and semi-arid regions [1][2][3]. In recent years, groundwater shortage has drawn much concern in these regions under the stress of climate change and anthropogenic activities [4][5][6][7][8][9], such as the large aquifers in Eastern and Northern Africa, the California's Central Valley, and Southern Plains in North America, south-eastern Spain, North China Plain, and Middle East [10][11][12][13][14][15][16][17].…”