Abdelkader Ouakouak

Abdelkader Ouakouak

*This is an algorithmically generated author record based on publicly available information.

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Abdelkader Ouakouak has a total of 80 co-authors. Here are the top co-authors by number of shared publications:


Latest Publications

  • Open Access

    Hybrid biochar/layered double oxide for phosphate and humic acid removal from water: dominant role of memory-effect-driven anion intercalation

    by Racha Kara, Abdelkader Ouakouak, Lynda Hecini, Dhirar Ben Salem, Noureddine Rouahna, Fouzia Touahra, Nesrine Zenidi, David Houivet, Nguyen Trong Anh, Hai Nguyen Tran

    Biochar/layered double oxide (LDO) enables phosphate and humic acid adsorption through memory-effect-driven structural reconstruction and anion intercalation.


  • Open Access

    Porous Geopolymers Derived from Tunisian Clay and Mineral Wastes for Efficient Methylene Blue Removal

    by Assia Ben Amor, Hadj-Otmane Chahinez, Abdelkader Ouakouak, Mohamed Mezni, Khaled Mahmoudi, Emad N. El Qada, Farid Fadhillah, Amine Aymen Assadi, Anouar Hajjaji, Noureddine Hamdi, et al.

    The valorization of phosphogypsum (PG), a byproduct of phosphoric acid production, along with waste glass (WG) and silica fume (SF) into value-added materials has attracted growing attention in recent years. The present study aims to synthesize three types of porous geopolymers (GD, GDP, and GDG) using Tunisian clay and locally available mineral wastes, and to investigate their potential as low-cost adsorbents for the removal of methylene blue (MB) dye from aqueous solutions. The physicochemical characteristics of the raw precursors and the resulting porous geopolymers were analyzed using various techniques, including FTIR, XRD, BET, and SEM. Variations in Si/Al, Na/Al, and Ca/Al ratios play a critical role in the geopolymer structure. The high Ca/Al ratio in GDP (porous geopolymer from calcined clay and phosphogypsum) promotes the formation of C-A-S-H, leading to increased macroporosity, which favors adsorption capacity despite the presence of a more heterogeneous morphology. The results indicated that the maximum adsorption capacity (Qmax) for MB dye was obtained for the GDP sample, reaching 68 mg/g. Adsorption experiments revealed the successful removal of MB dye by geopolymers, with the Langmuir isotherm and pseudo-second-order kinetic models adequately describing the adsorption process. The MB uptake by geopolymers was facilitated by weak physicochemical interactions, including electrostatic attraction, hydrogen bonding, and π–π interactions. This study proposes a simple and effective alkali activation strategy that combines different industrial wastes within a single geopolymer system, resulting in improved porosity and adsorption efficiency. Overall, the findings highlight the potential of these waste-derived geopolymers as promising and sustainable adsorbents for wastewater treatment applications.

  • Open Access

    Ultra-Efficient Removal of Crystal Violet Dye Using Industrial Brine and Horn-Derived Biochar: Synergistic Action of Salting-Out/Adsorption

    by Asma Nouioua, Dhirar Ben Salem, Abdelkader Ouakouak, Saadia Guergazi, Abdelouaheb Abdelli, Daniel Goma, Jose Manuel Gatica, Hilario Vidal

    This study introduces an innovative hybrid approach combining salting-out and adsorption for the highly efficient removal of crystal violet (CV) dye from aqueous solutions. The method leverages high-ionic-strength brine discharge from the Complex of El-Outaya (CEO, ENASEL, Biskra, Algeria) and micro-mesoporous biochar derived from calves’ horn cores (BHC-800). Results demonstrate that both undiluted and diluted brine significantly enhance CV removal, while BHC-800, with a surface area of 258 m2 g−1, exhibits a maximum Langmuir adsorption capacity of 106.1 mg g−1 (at 20 °C ± 2). Thermodynamic analysis confirms a spontaneous (ΔG° < 0) and exothermic (ΔH° = −0.86 kJ mol−1) process, with increased interfacial disorder (ΔS° = 93.53 J mol−1 K−1). The synergistic effect of salting-out and adsorption achieved ~99.8% removal of CV at an initial concentration of 1000 mg L−1. Furthermore, BHC-800 exhibited excellent reusability, maintaining high adsorption efficiency over multiple cycles. Economic assessment revealed operational costs of 0.45–0.89 US$ m−3 for 60% brine discharge. Biochar production costs were 0.076–0.18 US$ kg−1, translating to 7.5–17.2 (10−4 US$) per gram of CV removed. This dual strategy not only offers an eco-friendly and cost-effective solution for dye-laden water but also promotes the valorization of saline effluents and animal byproducts, addressing critical environmental challenges in industrial wastewater treatment.


  • Effect of transverse bottom slope and bed roughness on hydraulic jump flow in an asymmetrical trapezoidal stilling basin: an experimental approach

    by Seyfeddine Benabid, Sonia Cherhabil, Abdelkader Ouakouak, Sid Ali Djafri, Bedjaoui Ali, Taqiyeddine Assas

    Controlling hydraulic jump is critical for maximizing energy dissipation, minimizing erosion, and improving the performance of stilling basins. This study presents the first comprehensive experimental investigation of the combined effects of transverse bed slope and surface roughness on hydraulic jump characteristics, energy dissipation, and free-surface flow dynamics in an asymmetrical trapezoidal channel. An innovative stilling basin configuration was implemented, featuring a transversely inclined rough bed ( θ = 17°) with vertical sidewalls and three distinct roughness heights ( 14.32 , 24.47 , and 30.76 mm), tested across a wide range of Froude numbers ( 3.3 < F r 1 < 9.4 ) . The experimental setup allowed the exploration of previously unexplored three-dimensional flow structures, revealing pronounced secondary turbulence that contributed significantly to energy dissipation. The results demonstrated that increasing bed slope and roughness substantially altered hydraulic jump behavior, reducing the sequent depth ratio by approximately 31.16% and the secondary depth by nearly 18.6% compared to classical jump. Additionally, the roller length decreased by an average of 39.11%, while greater slope and roughness height increased relative energy dissipation by 9.53% compared to a classical jump. Beyond the experimental work, new empirical relationships were developed to predict key hydraulic jump parameters, achieving error margins of ± 10% to ± 20% and closely matching the observed data, offering practical guidance for the design of efficient and resilient stilling basins.

  • Easy separable, floatable, and recyclable magnetic-biochar/alginate bead as super-adsorbent for adsorbing copper ions in water media

    by Dhirar Ben Salem, Abdelkader Ouakouak, Fouzia Touahra, Noureddine Hamdi, Abdelazeem S. Eltaweil, Asad Syed, Ramaraj Boopathy, Hai Nguyen Tran


  • Open Access

    New Alginate/Geopolymer Hybrid Beads as Innovative Adsorbent Applied to the Removal of 5-Fluorouracil from Contaminated Environmental Water

    by Assia Ben Amor, Marina Arenas, Julia Martín, Ouakouak Abdelkader, Juan Luis Santos, Irene Aparicio, Esteban Alonso, Noureddine Hamdia

    Water contaminated by cytostatic drugs has many negative impacts on the ecosystem. In this work, cross-linked adsorbent beads based on alginate and a geopolymer (prepared from an illito-kaolinitic clay) were developed for a promising decontamination of the 5-Fluorouracil (5-FU) cytostatic drug from water samples. The characterization of the prepared geopolymer and its hybrid derivative was performed by scanning electron microscopy, X-ray diffraction, Fourier transform infrared and termogravimetric analysis.Batch adsorption indicated that alginate/geopolymer hybrid beads (AGHB) possess an excellent 5-FU removal efficiency of almost 80% using a dosage adsorbent/water of 0.002 g/mL and 2.5 mg/L of contaminant. The adsorption isotherms data follow well the Langmuir model, and the kinetics data favor the pseudo-second-order model. The maximum adsorption capacity (qmax) was 6.2 mg/g and the optimal adsorption pH was 4. Besides pore filling sorption process, the carboxyl and hydroxyl groups from alginate immobilized onto the geopolymer matrix favored the retention of 5-FU ions by hydrogen bonds. Common competitors such as dissolved organic matter do not significantly impact the adsorption. More important, this material not only has ecofriendliness and cost-effective advantages but also showed excellent efficiency in real environmental samples (wastewater and surface water), suggesting that it could have a great application for the purification of contaminated water.

  • Open Access

    Performance of Canna indica and Typha latifolia in mono and mixed culture for secondary wastewater treatment in constructed wetlands with vertical flows under arid conditions (Touggourt, Algeria)

    by Ameur Zorai, Khedidja Benzahi, Brahim Labed, Abdelkader Ouakouak, Mabrouk Serraoui, Abdelaziz Bouhoreira

    This work investigates three laboratory-scale vertical flow-constructed wetlands (VFCWs) for treating a secondary effluent of wastewater under arid conditions to investigate the efficiency of two plants Canna indica and Typha latifolia in mono and mixed culture. The VFCWs were operated under hydraulic load (0.057 m3/m2d) and 5 days retention time. The results indicated no significant differences (P > 0.05) between the mono and mixed cultures. The C. indica gives the best efficiency of pollutant removal as COD (71.34%), NO2− (69.34%), and PO43− (69.67%). The uptake of TSS (83.98%) was best in the case of mixed culture. The mean percentages of BOD5 were convergent for mono and mixed culture, and it exceeds 89.80% in mixed culture. The mean percentages in NH4+ (98.69%) in mixed culture, elimination of NO2−, and the increase in the concentration of NO3− in the treated effluent showed the presence of nitrification in the VFCWs units. The two plant species exhibit high efficiency in the elimination of pollution compared to the unplanted control, with a slight superiority in the mixed culture. Therefore, it can be concluded that the application of these plants can be effective in arid conditions.


  • Open Access

    Effect of varying silica-limestone sand fines on the physical-mechanical performance of concrete

    by Tarek Djedid, Mohammed Mani, Abdelkader Ouakouak, Abdelhamid Guettala

    The use of crushed limestone sand in the concrete industry will be quite possible and imperative for environmental reasons. Many researchers around the world have found that concrete based on 50% substitution of river sand by limestone sand gives better physico-mechanical characteristics. The main objective of this investigation is to search for an optimal percentage of silica-limestone fines resulting from the substitution of half in quantity of alluvial sand by crushed limestone sand in ordinary concrete. The proportions of fines that were tested in this work are 6%, 8%, 10%, 12% and 14%. The obtained results revealed that concrete based on silica-limestone sand and containing 14% of the same type of fines strongly improves the different mechanical strengths and participates in the reduction of 10% and 13%, of the coefficient of capillary absorption and of the porosity accessible to water, respectively, compared to the control concrete. In addition, good statistical relationships between the studied parameters were also found


  • Open Access

    Development of a Novel Adsorbent Prepared from Dredging Sediment for Effective Removal of Dye in Aqueous Solutions

    by Abdelkader Ouakouak, Messameh Abdelhamid, Barhoumi Thouraya, Hadj-Otmane Chahinez, Grabi Hocine, Noureddine Hamdi, Achmad Syafiuddin, Raj Boopathy

    This study proposed a novel and low-cost adsorbent prepared from dredging sediment (DSD) for effective removal of dye in aqueous solutions. The adsorption efficiency and behavior of the DSD adsorbent toward the crystal violet (CV), a cationic dye, were investigated via batch experiments. The results showed that DSD samples contain mainly clay minerals (illite and kaolinite) and other mineral phases. In addition, DSD is a mesoporous material (Vmesopore = 94.4%), and it exhibits a relatively high surface area (~39.1 m2/g). Adsorption experiments showed that the solution’s pH slightly affects the adsorption process, and a pH of 11 gave a maximum capacity of 27.2 mg/g. The kinetic data of CV dye adsorption is well described by the pseudo–second-order and the Avrami models. The Langmuir and Liu isotherm models provide the best fit for the adsorption equilibrium data. The monolayer adsorption capacity of Langmuir reached 183.6, 198.0, and 243.6 mg/g at 293, 308, and 323 K, respectively. It was also found that the adsorption process was spontaneous (−ΔG°), exothermic (−∆H°), and increased the randomness (+∆S°) during the adsorption operation. The primary mechanisms in CV dye adsorption were ion exchange and pore filling, whereas electrostatic attraction was a minor contribution. In addition, three steps involving intraparticle diffusion occur at the same time to control the adsorption process. The results of this study highlight the excellent efficiency of DSD material as an ecofriendly sorbent for toxic dyes from water media.