ADDRESSING A SEVERE WATER SCARCITY PROBLEM BY IMPLEMENTING A FAST AND DURABLE MANAGED AQUIFER RECHARGE PROGRAM IN NORTHERN ALGERIA (NORTH AFRICA)
characterized by its mountains that cover 82% of the watershed. A coastal chain of Djurdjura limestones
reach an elevation of 2308 m to the south. Average annual rainfall within the watershed ranges
from 850 to 1800 mm.
Historical studies carried out in the Sebaou plain show a strong hydraulic connection between the river and the alluvial aquifer.
While the recent prolonged drought conditions in Algeria have been dramatic, the year 2020/2021
has been the worst on record, resulting in significant water shortages. A solution is urgently
needed in order to promptly address this problem. Our recommended solution consists of the
construction of several gabion dams along the river. The construction of gabion dams requires a
river slope of less than 2% and a river width of less than 400 meters, conditions which are met on
the Sebaou river. A multicriteria evaluation taking into account parameters such as the river’s
width, depth of the lower river terrace, site morphology, thickness and lateral extent of the alluvial
aquifer, and presence/absence of water supply and agricultural wells was used to evaluate the
optimal locations of the gabions along the river.
Our analysis shows that the use of gabion dams is the fastest, cheapest, and most suitable
solution to implement a successful managed aquifer recharge (MAR) program. Gabions made of
cages filled with rock and sand are inexpensive and rapid to construct (less than a month), are
immediately available for use, and require minimal to no maintenance; they dissipate the energy of
flowing water, minimize flooding and promote infiltration of river water into the aquifer. When
properly placed, these structures will also address existing gullies by promoting deposition of
sediments in selected locations. Building gabion dams along the river will create “localized dams”
which will replenish the aquifer during times of intense pumping and/or drought.
To determine the optimal gabion dam’s height to prevent flooding, a hydrological peak flow
attenuation model was used, the results were used to build a groundwater numerical model and
simulate the impact of the gabion dam structure and height on the groundwater elevation within the
aquifer. Preliminary results indicated that an approximate volume of 50 million m3 can be stored
within the aquifer using this approach.