Rusul Naseer Mohammed

@uobasrah.edu.iq

Chemical Engineering/College Of Engineering
University of Basrah



                    

https://researchid.co/rusul85

RESEARCH INTERESTS

Environmental Engineering
Water and Wastewater
Chemical Engineering

22

Scopus Publications

107

Scholar Citations

6

Scholar h-index

3

Scholar i10-index

Scopus Publications

  • Removal of Organic Pollutants from Wastewater Using Different Oxidation Strategies
    Rusul Naseer Mohammed and Nibras Raad Fajri

    Wydawnictwo Naukowe Gabriel Borowski (WNGB)
    Many countries use nontraditional methods to treat wastewater, especially those with water lacks. Among these methods, heterogeneous photocatalysis is more commonly widely used since it converts organic molecules into carbon dioxide and water. In this study, the photocatalytic degradation process of total organic carbon was investigated by TIO 2 /UV technique (TUT). This treatment is carried out in a batch recycle reactor using a UV light and catalyst TIO 2 . The optimum operating parameters were investigated regarding the best organic removal including, total organic carbon concentration, flow rate, pH, irradiation time, and photocatalysis dosage. The result showed that the TUT is affected by reducing total organic carbon (TOC) from synthetic wastewater (SW) by 61% at 50 ml/ min of flow rate, 250 mg of catalyst concentration TIO 2 , and a concentration of TOC of 25 mg/l. Then the result of TUT was compared with a process of combining TIO 2 /UV and an oxidizing agent (Hydrogen peroxide H 2 O 2 ). It was found that 73% of organic removal was obtained which is best than TUT when using an H 2 O 2 dosage of 100 mg/l. Experimentally, Ozone was also added to the process of TUT and the result showed that the removal percentage increased to 80%.


  • INVESTIGATION AND ADSORPTION OF HEAVY METAL IONS BY PREPARING A NEW ACTIVATED CARBON ADSORBENT PRODUCED FROM LEAVES


  • The effect of groundwater petroleum hydrocarbons contaminants on chlorine removal in Basra city (south of Iraq): An application of mixed technology of permeable reactive barrier
    Saad Abu-Alhail Arab, , Rusul Naseer Mohammed, and

    Journal of Engineering Research
    Petroleum hydrocarbon contaminants in groundwater are among the most impactful environmental problems in oil production in southern Iraq, especially Basra city. Petroleum hydrocarbon contaminants affect related projects surrounding the primary pollution site. Benzene, toluene, and dimethylbenzene are the most toxic pollutants affecting the removal of perchloroethene (Cl2C=CCl2) and trichloroethene (C2HCl3) in groundwater. These pollutants have high solubility in water, leading to their transport over long distances in groundwater and difficult removal. The influence of petroleum hydrocarbons on the chlorine removal of perchloroethene and trichloroethene was studied using a polytetrafluorethylene column packed with zero-valent iron (ZVI). Batch experiments were implemented to investigate the equilibrium supply of mixtures between the aqueous and solid stages in packed column systems. It was designated using the Freundlich isotherm expression, and the result showed that R2 was greater than 0.97 for benzene, toluene, and xylene. The column study noted that the reaction constant was decreased in all columns by approximately 48 % when the pore volume was between 50 and 205, which reflects the dechlorination priority of P-CE over T-CE. These findings indicate that benzene and toluene are more effective for adsorption on the ZVI particle surfaces owing to disparate influences.



  • Integrated real-time control strategy in multi-tank A<sup>2</sup>O process for biological nutrient removal treating real domestic wastewater
    Saad Abualhail, R. Naseer Mohammed, and Lu Xiwu

    Elsevier BV
    Abstract An integrated real-time anaerobic–anoxic/oxic (A2O) operated with multi-tank called IMT–A2O process was designed and operated with fluctuating influent loads for biological nutrient removal for treating real domestic wastewater. IMT–A2O process, a “phased isolation tank” technology, varies both aeration pattern and flow path in a continuous flow multi-tank system to force fluctuation of organic and nutrient concentrations in process reactors. Using an eight-phase cycle, desired biochemical transformations, are accomplished at different times in the same tank. On-line sensors (pH, ORP, and DO) were used as real-time control parameters to adjust the duration of each operational phase in the IMT–A2O process. The control system is an algorithm that automatically adjusts the cycle length to the influent wastewater characteristics according to the end points. It was found that on-line sensor values of pH, ORP, and DO were somehow related with the dynamic behaviors of nutrient concentrations in IMT–A2O. The algorithm acts in the reaction phases of the IMT–A2O cycle using ORP and pH break points of tank one to distinguish the end of denitrification and the beginning of phosphorus release, pH break point of tank two to control the end of denitrification and beginning of phosphorus release and a sudden increase in DO pattern, pH break point and ORP to control phosphorus uptake and the end of the nitrification process. Although the fluctuations in raw wastewater concentration are extreme; an influent with a low C/N ratio is deficient in organic carbon, and a low carbon source level can limit the overall biological denitrification process, the average removal efficiencies achieved for COD, ammonia–nitrogen, total nitrogen and total phosphorus were not less than 76.11%, 87.78%, 76.45% and 83.75%, respectively, using the integrated real-time control strategy. The integrated IMT–A2O exhibited a better performance in nutrient removal than the fixed-time IMT–A2O process.

  • Effluent characteristics of Non-settling sequencing batch reactor system treating real sewage


  • Modeling of nitritation and denitritation in a novel PITSF-SEU process using an extension of ASM2d model
    Rusul Naseer Mohammed and L. Xiwu

    Informa UK Limited
    AbstractIn this study, an anaerobic–anoxic/oxic (A2/O) multiphased biological process called “phased isolation tank step feed technology of southeast university (PITSF-SEU)” was developed to force the oscillation of organic and nutrient concentrations in process reactors. PITSF reactor is effective for reducing energy consumption because it does not contain the internal recycle of mixed liquor and sludge return device. A computer program was built based on mass balance equations on each tank using an extension activated sludge model for simulating the soluble and particulate compounds in each tank of PITSF-SEU system. The considerable differences between the extension model and other models are two stage for nitrification process and multistage for denitrification process. Also, phosphorus removal was taken into account simultaneously in this model. The difficulty of model simulation is coming from the system operation with unsteady-state condition and the changing of multipoint step feed location with it...

  • Intercross real-time control strategy in a novel phased isolation tank step feed process for treating low C/N real wastewater under ambient temperature
    Rusul Naseer Mohammed, Saad Abu-Alhail, and Lu Xi Wu

    Springer Science and Business Media LLC
    The paper presents a study correlating the profile of on-line monitoring parameters and off-line measurement of nutrient concentrations (NH4+-N, TN, NO3−-N and TP) in a novel technology phased isolation tank step feed (PITSF) system, thereby utilizing the parameters as economical operational tool. A fixed-time control study showed that real control points (RCPs) on pH and oxidation-reduction potential (ORP) profiles accurately coincided with the major biological activities, whereas both DO and pH profiles are applied to control the end of nitrification and phosphate uptake process in aerobic phases, in particular, the “ammonia valley” on the pH profile for nitrification process. The analysis of the first aerobic tanks during the main phases showed that the RCP on DO profile can be used to distinguish the occurrence of simultaneous denitrification and nitrification (SND). Both the RCPs on the ORP profile and “nitrate apex” on the pH profile are applied to control the end of denitrification. The relationship between ORP and phosphorus release is linear and both (dORP/dt) and (dpH/dt) values are applied to control the end of anaerobic phosphorus release. Therefore, a new, reliable and effective real-time control strategy was developed using DO, pH and ORP as control parameters, to improve the performance of the PITSF process. As a final engineering observation, the proposed system is regarded as an effective process because the PITSF system can be operated safely under intercross real time control to treat low C/N domestic wastewater. The total nutrient removal efficiencies of COD, TN, NH4+-N, and TP with low C/N ratio and normal water temperature of (17–21) °C were 91.7, 83.2, 95.7 and 92.1%, respectively, which was approximately equal to the complete nitrification-denitrification with the addition of external carbon sources under low water temperature of (8–11) °C.

  • Long-term operation of a novel pilot-scale six tanks alternately operating activated sludge process in treating domestic wastewater
    R.N. Mohammed, S. Abu-Alhail, and L. Xi-wu

    Informa UK Limited
    The performance of a new pilot-scale six tanks activated sludge process has been evaluated for 303 d, receiving real domestic wastewater with a flow rate of 15–24.4 L/h. Partial nitrification via nitrite and microbial community structure were investigated in this system. The result shows that the nitrite accumulation rate was achieved successfully over 94% in the last aerobic compartment through a combination of short hydraulic retention time and low dissolved oxygen (DO) level. Fluorescence in situ hybridization analysis was used to correlate ammonia-oxidizing bacteria (AOB) numbers with nutrient removal via nitrite. It was shown that in response to complete and partial nitrification modes, the numbers of AOB population were 7.7×107 cells/g mixed liquor suspended solids (MLSS) and 5.31×108 cells/g MLSS, respectively. The morphology of the sludge indicated that there is a small rod-shaped and spherical cluster which was mainly dominantly bacterial according to scanning electron microscope. Higher pollutant removal efficiencies of 86.2%, 98%, and 96.1%, for total nitrogen, , and total phosphorus, respectively, were achieved by a long-term operation of the six tanks activated sludge process at a low DO concentration and low chemical oxygen demand to nitrogen ratio which were approximately equal to the complete nitrification–denitrification with the addition of an external carbon source at a concentration of 1.5–2.5 mg/L.

  • Modeling and particular application of ASM2d model for describing organic matter and nutrient removal in a novel anaerobic-anoxic/oxic eight-phased system
    Saad Abualhail, R. Naseer Mohammed, Lu Xiwu, and Zhong Zhaoping

    Informa UK Limited
    AbstractAn eight-phased AA/O process has advantages of saving energy power, cost, and enhancing nitrogen and phosphorus removal; it does not need equipment for sludge and mixed liquor recycle and also it required small land for construction. A computer program was built based on activated sludge model No. 2d (ASM2d) for simulating the performance of multi-tank AA/O activated sludge process in Wuxi campus, Southeast university. The difficulty of simulation is the system operation with unsteadily state condition. The results indicated that the growth rate constant of ammonia oxidizing bacteria was 1.4 day−1 and yield coefficient was 0.14. According to simulation, heterotrophic organism XH, phosphate accumulating organism XPAO, and ammonia oxidizing bacteria XAOB decreased in the anaerobic tanks because of the lysis reaction. Then the XH, XPAO, and XA increased in the aerobic tanks due to aerobic growth. The heterotrophic microorganism; phosphorus accumulating organism; and autotrophic bacteria concentration...


  • Achieving partial nitrification in a novel six basins alternately operating activated sludge process treating domestic wastewater
    Rusul Naseer Mohammed, Saad Arab, and Lu Xiwu

    Springer Science and Business Media LLC
    A novel technology was developed to achieve partial nitrification at moderately low DO and short HRT, which would save the aeration cost and have the capacity to treat a wide range of low-strength real wastewater. The process enables a relatively stable whereas nitrite accumulation rate (NO2-AR) was stabilized over 94% in the last aerobic basin on average of each phase through a combination of short HRT and low DO level. Low DO did not produce sludge with poorer settleability. The morphology and internal structure of the granular sludge was observed by using a scanning electron microscope (SEM) analysis during a long-term operation. The images indicated that thick clusters of spherical cells and small rod-shaped cells (NOB and AOB are rod-shaped to spherical cells) were the dominant population structure, rather than filamentous and other bacteria under a combination of low DO and short HRT, which gives a good indication of nitrite accumulation achievement. MPN method was used to correlate AOB numbers with nutrient removal. It showed that an ammonia-oxidizing bacterium (AOB) was the dominant nitrifying bacteria, whereas high NO2-AR was achieved at AOB number of 5.33×108 cell/g MLSS. Higher pollutant removal efficiency of 86.2%, 98% and 96.1%, for TN, NH4+-N, and TP, respectively, was achieved by a novel six basin activated sludge process (SBASP) at low DO level and low C/N ratio which were approximately equal to the complete nitrification-denitrification with the addition of sodium acetate (NaAc) at normal DO level of (1.5–2.5 mg/L).

  • Fluidization of fine particles and its optimal operation condition in multimedia water filter
    R.N. Mohammed, Saad Abualhail, and Xiwu Lv

    Informa UK Limited
    Abstract Approach: Backwashing process was implemented using column of deep bed filter with different media characteristics to provide optimal operation condition. Minimum velocity of fluidization (V mf) and porosity at minimum fluidization (e mf) were investigated under different operation condition and grains size. The results were compared with Wen and Yu equation and Richardson–Zaki correlation, respectively. Backwashing model was developed to predict the effect of fluid shear strength (τ a), velocity grade (G), dissipation rate coefficient (C a), and parameters of random motion ( /Re) on the energy dissipation rate during fluidization process. Results: The simulated result of proposed models gives a good convergence to observed data. It was seen that a smaller size of sand media need a lower value of backwash velocity than a higher size for lifting filter media. Fixed bed porosity increased from 0.510 to 0.704 at bigger size of sand media (1.18 mm), while it increased to 0.680 at smaller size of sand...

  • Biological nutrient removal with limited organic matter using a novel anaerobic-anoxic/oxic multi-phased activated sludge process
    Rusul Naseer, Saad Abualhail, and Lu Xiwu

    Elsevier BV
    An anaerobic-anoxic/oxic (A2/O) multi-phased biological process called "phased isolation tank step feed technology (PITSF)" was developed to force the oscillation of organic and nutrient concentrations in process reactors. PITSF can be operated safely with a limited carbon source in terms of low carbon requirements and aeration costs whereas NAR was achieved over 95% in the last aerobic zone through a combination of short HRT and low DO levels. PCR assay was used for XAB quantification to correlate XAB numbers with nutrient removal. PCR assays showed, high NAR was achieved at XAB population 5.2 × 10(8) cells/g MLVSS in response to complete and partial nitrification process. It was exhibited that low DO with short HRT promoted XAB growth. Simultaneous nitrification and denitrification (SND) via nitrate were observed obviously, SND rate was between 69-72%, at a low DO level of 0.5 mg/l in the first aerobic tank during main phases and the removal efficiency of TN, [Formula: see text], COD, TP was 84.7 .97, 88.3 and 96% respectively. The removal efficiencies of TN, [Formula: see text], and TP at low C/N ratio and DO level were 84.2, 98.5 and 96.9% respectively which were approximately equal to the complete nitrification-denitrification with the addition of external carbon sources at a normal DO level of (1.5-2.5 mg/l).

  • Prediction and simulation the breakthrough of residual chlorine removal by granular activated carbon adsorbent using artificial neural networks


  • A fast predictive of sludge age in five step SBRs using FLC model



  • Fluidization and optimum backwashing conditions in multimedia filter


  • Prediction and simulation of multimedia filter performance using artificial neural network
    Saad AbuAlhail, Xi-Wu Lu, and Rusul Naseer

    IEEE
    The objective of this paper is to simulate and Predict suspended solid removal efficiency in multimedia filter depend on experimental work for (43) case studies. The experimental work was carried out on pilot unit by changing each one of the input parameter and get results for each change. The suspended solid removal efficiency obtained from laboratory was used as target function in ANN while the other properties of filter such as raw water quality, operation conditions and media characteristics was used as input parameters. The optimal number of neurons in ANN network structure was investigated in this study. As a result, ANN with back propagation algorithm is a good tool that can use to predict removal efficiency of multimedia filter the results indicated that the BP model had showed a good convergence performance during training, and the model predictions of outflow suspended solid removal efficiency coincided well with the measured values.

  • Demonstration case of petrochemical wastewater treatment plant
    Abualhail

    Science Publications
    Problem statement: The wastewater from petrochemical complex is varying in flow, organic contaminant loading and composition due to various operating condition of the petrochemical complex. This study is demonstration case of petrochemical wastewater treatment plant. Approach: This study is demonstration case on Basrah petrochemical wastewater treatment plant whereas the description of wastewater composition and system of treatment had reviewed and the experimental work on the most important control parameters (F/M ratio and MCRT) had implemented. Results: The experimental results showed that (i) The optimum rate of BOD removal could be obtained at food to microorganism ratio between 0.1-0.15 where this optimum ratio exists at the maximum zone settling velocity (ii) The design effluent BOD5 could be obtained at a MLSS concentration of 6000 mg L-1 and in about 26-30 day of mean cell residence time Conclusion: The experimental data from petrochemical wastewater treatment plant in Basra City (south of Iraq) showed that the extended Aeration offers the most desirable features for the treatment of petrochemical wastewater where the specification of this method apply with experimental results as well as that the study show that control parameters (F/M ratio and MCRT) is a good tool to control the effluent wastewater quality of petrochemical wastewater treatment plant.

RECENT SCHOLAR PUBLICATIONS

  • The Removal of Azo Dyes from an Aqueous Solution Using NaOH-Activated Carbon from Phenolic Resin
    S Albazzaz, JY Al-Saeedi, AA Abbood, HY Mahmood, RN Mohammed
    Environmental Research, Engineering and Management 80 (4), 92-100 2024

  • Photocatalytic removal of diazinon with Ag-coated SiO2@TiO2 core–shell using the response surface methodology
    RKS Mhemid, LI Saeed, RN Mohammed
    International Journal of Environmental Science and Technology 21 (1), 329-340 2024

  • Removal of organic pollutants from wastewater using different oxidation strategies
    NR Fajri, RN Mohammed
    Journal of Ecological Engineering 24 (10) 2023

  • Investigation and adsorption of heavy metal ions by preparing a new activated carbon adsorbent produced from leaves
    RN Mohammed, HJH Almutter, S Abu-Alhail
    Journal of Engineering Science and Technology, Special Issue on MTAEAS 17, 34-42 2022

  • The Effect of Groundwater Petroleum Hydrocarbons Contaminants on Chlorine Removal in Basra City (South Of Iraq): An Application of Mixed Technology of Permeable Reactive Barrier
    Saad Abualhail , Rusul Naseer Mohammed
    Journal of Engineering Research 9 (2) 2021

  • An experimental sedimentation tank for enhancing the settling of solid particles
    DA Yaseen, S Abu-Alhail, RN Mohammed
    Journal of Water and Land Development 2021

  • REMOVAL OF FLUORIDE FROM SHATT AL-ARAB DRINKING WATER USING A NOVEL LOW COST MATERIAL
    R Mohammed
    Kufa Journal of Engineering 9 (3), 1-16 2018

  • Modelling and experimental design of a stagnant film crystalliser for freezing desalination treatment of seawater using sweating steps and non-direct freezing
    RN Mohammed, S Abu-Alhail, ANA Hamdan
    Desalination and Water Treatment 97, 109-116 2017

  • Integrated real-time control strategy in multi-tank A2O process for biological nutrient removal treating real domestic wastewater
    S Abualhail, RN Mohammed, L Xiwu
    Arabian Journal of Chemistry 10, S1041-S1054 2017

  • Modeling of nitritation and denitritation in a novel PITSF-SEU process using an extension of ASM2d model
    RN Mohammed, L Xiwu
    Desalination and Water Treatment 53 (7), 1862-1880 2015

  • Intercross real-time control strategy in a novel phased isolation tank step feed process for treating low C/N real wastewater under ambient temperature
    RN Mohammed, S Abu-Alhail, LX Wu
    Korean Journal of Chemical Engineering 31, 1798-1809 2014

  • Long-term operation of a novel pilot-scale six tanks alternately operating activated sludge process in treating domestic wastewater
    RN Mohammed, S Abu-Alhail, L Xi-Wu
    Environmental technology 35 (15), 1874-1885 2014

  • Modeling and particular application of ASM2d model for describing organic matter and nutrient removal in a novel anaerobic-anoxic/oxic eight-phased system
    S Abualhail, RN Mohammed, L Xiwu, Z Zhaoping
    Desalination and Water Treatment 52 (13-15), 2419-2432 2014

  • Achieving partial nitrification in a novel six basins alternately operating activated sludge process treating domestic wastewater
    RN Mohammed, S Arab, L Xiwu
    Korean Journal of Chemical Engineering 30, 2043-2051 2013

  • Fluidization of fine particles and its optimal operation condition in multimedia water filter
    RN Mohammed, S Abualhail, X Lv
    Desalination and Water Treatment 51 (22-24), 4768-4778 2013

  • Biological nutrient removal using a novel five-step continuous flow activated sludge process technology
    S Abualhai, R Naseer, L Xiwu
    Environment Protection Engineering 39 (3) 2013

  • Biological nutrient removal with limited organic matter using a novel anaerobic–anoxic/oxic multi-phased activated sludge process
    R Naseer, S Abualhail, L Xiwu
    Saudi journal of biological sciences 20 (1), 11-21 2013

  • A Fast Predictive of Sludge Age in Five Step SBRs Using FLC Model
    S Abualhail, AA Jassim, R Naseer, XW Lu
    Research Journal of Applied Sciences, Engineering and Technology 4 (15 2012

  • Prediction and Simulation the Breakthrough of Residual Chlorine Removal by Granular Activated Carbon Adsorbent Using Artificial Neural Networks
    R Naseer, L Xi-Wu, S Abualhail
    Research Journal of Applied Sciences, Engineering and Technology 4 (13 2012

  • Date palm kernel-based GAC and its dynamic modeling of residual chlorine breakthrough curve in multimedia filter
    RN Mohammed, X Lu, S Abualhail
    Journal of Southeast University 28 (2), 169-174 2012

MOST CITED SCHOLAR PUBLICATIONS

  • Biological nutrient removal with limited organic matter using a novel anaerobic–anoxic/oxic multi-phased activated sludge process
    R Naseer, S Abualhail, L Xiwu
    Saudi journal of biological sciences 20 (1), 11-21 2013
    Citations: 25

  • Integrated real-time control strategy in multi-tank A2O process for biological nutrient removal treating real domestic wastewater
    S Abualhail, RN Mohammed, L Xiwu
    Arabian Journal of Chemistry 10, S1041-S1054 2017
    Citations: 19

  • Long-term operation of a novel pilot-scale six tanks alternately operating activated sludge process in treating domestic wastewater
    RN Mohammed, S Abu-Alhail, L Xi-Wu
    Environmental technology 35 (15), 1874-1885 2014
    Citations: 16

  • Fluidization and optimum backwashing conditions in multimedia filter
    R Naseer, SA Alhail, L Xi-Wu
    Research Journal of Applied Sciences, Engineering and Technology 3 (11 2011
    Citations: 9

  • An experimental sedimentation tank for enhancing the settling of solid particles
    DA Yaseen, S Abu-Alhail, RN Mohammed
    Journal of Water and Land Development 2021
    Citations: 8

  • Fluidization of fine particles and its optimal operation condition in multimedia water filter
    RN Mohammed, S Abualhail, X Lv
    Desalination and Water Treatment 51 (22-24), 4768-4778 2013
    Citations: 6

  • Intercross real-time control strategy in a novel phased isolation tank step feed process for treating low C/N real wastewater under ambient temperature
    RN Mohammed, S Abu-Alhail, LX Wu
    Korean Journal of Chemical Engineering 31, 1798-1809 2014
    Citations: 5

  • Biological nutrient removal using a novel five-step continuous flow activated sludge process technology
    S Abualhai, R Naseer, L Xiwu
    Environment Protection Engineering 39 (3) 2013
    Citations: 3

  • Demonstration case of petrochemical wastewater treatment plant.
    S Abualhail, R Naseer, LXW Lu XiWu
    2010
    Citations: 3

  • The Effect of Groundwater Petroleum Hydrocarbons Contaminants on Chlorine Removal in Basra City (South Of Iraq): An Application of Mixed Technology of Permeable Reactive Barrier
    Saad Abualhail , Rusul Naseer Mohammed
    Journal of Engineering Research 9 (2) 2021
    Citations: 2

  • Modeling of nitritation and denitritation in a novel PITSF-SEU process using an extension of ASM2d model
    RN Mohammed, L Xiwu
    Desalination and Water Treatment 53 (7), 1862-1880 2015
    Citations: 2

  • Achieving partial nitrification in a novel six basins alternately operating activated sludge process treating domestic wastewater
    RN Mohammed, S Arab, L Xiwu
    Korean Journal of Chemical Engineering 30, 2043-2051 2013
    Citations: 2

  • Prediction and Simulation the Breakthrough of Residual Chlorine Removal by Granular Activated Carbon Adsorbent Using Artificial Neural Networks
    R Naseer, L Xi-Wu, S Abualhail
    Research Journal of Applied Sciences, Engineering and Technology 4 (13 2012
    Citations: 2

  • A Fast Predicting Neural Fuzzy Model for Suspended Solid Removal Efficiency in Multimedia Filter
    R Naseer, S AbuAlhail
    Journal of Environmental Protection 1 (04), 438 2010
    Citations: 2

  • Photocatalytic removal of diazinon with Ag-coated SiO2@TiO2 core–shell using the response surface methodology
    RKS Mhemid, LI Saeed, RN Mohammed
    International Journal of Environmental Science and Technology 21 (1), 329-340 2024
    Citations: 1

  • Removal of organic pollutants from wastewater using different oxidation strategies
    NR Fajri, RN Mohammed
    Journal of Ecological Engineering 24 (10) 2023
    Citations: 1

  • Investigation and adsorption of heavy metal ions by preparing a new activated carbon adsorbent produced from leaves
    RN Mohammed, HJH Almutter, S Abu-Alhail
    Journal of Engineering Science and Technology, Special Issue on MTAEAS 17, 34-42 2022
    Citations: 1