
Ahmed Mohammed Sami Al-Janabi
Research InterestsCivil Engineering
Water Resources Engineering
Stormwater Management
Dam Engineering
Gender | MALE |
---|---|
Place of Work | Presidency |
Position | Officer of the Research Centers Oversight Unit |
Qualification | PhD (Doctorate) |
Speciality | Civil Engineering |
ahmed.aljanabi@ntu.edu.iq | |
Phone | 07714420395 |
Address | Mosul, Mosul, Mosul, Iraq |

Department of Scientific Affairs, Northern Technical University, Iraq.
Lecturer, Department of Building and Construction, Engineering Technical College of Mosul, Northern Technical University, Mosul, 41002, Iraq.
Dr. Ahmed Al-Janabi is a distinguished academic and researcher currently working in the Department of Scientific Affairs, at the Presidency of Northern Technical University, Mosul, 41002, Iraq. Moreover, he is a lecturer in the Department of Building and Construction, Engineering Technical College of Mosul, Northern Technical University (NTU).
Dr. Al-Janabi earned his Ph.D. in Civil Engineering specialized in Water Resources Engineering from University Putra Malaysia (UPM) in 2018. He also holds an MSc in Water Engineering (Civil) from University Putra Malaysia (UPM) (2013), and a B.Sc. in Building and Construction (Civil Eng.) from the University of Technology/ Baghdad, (2002).
Dr. Al-Janabi has published over of 30 peer-reviewed articles, Most of which are indexed in esteemed academic databases, including Scopus and Web of Science. His scholarly impact is reflected in his citation metrics, with over 430 citations on Google Scholar, an h-index of 11, 314 citations on Scopus with an h-index of 10, and 242 citations on Web of Science (WOS) with an h-index of 10. In addition to his numerous research articles, Dr. Al-Janabi is the author of a book.
Dr. Al-Janabi's research primarily focuses on Water Resources Engineering, Construction Project Management, Hydraulics and Hydrology, Reservoirs and Dams, Stormwater Management. He received a research award from Sivapalan Young Scientists Travel Awards (SYSTA) that sponsored by: International Association of Hydrological Sciences (IAHS).
Beyond his research and teaching roles, Dr. Al-Janabi serves as a respected reviewer for several prestigious academic journals, indexed in web of science (WOS).
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Research award from Sivapalan Young Scientists Travel Awards (SYSTA) that sponsored by: International Association of Hydrological Sciences (IAHS).
Languages
Arabic (100%)
English (85%)
Skills
Speaker, Lecturer and Trainer (95%)
Academic Researcher (90%)
Managerial Skills (90%)
Communication Skills (95%)
Lecturer (80%)
Academic Qualification
PhD. Water Resources Engineering (Civil Engineering)
Sep 12, 2013 - Jul 12, 2018University Putra Malaysia (UPM)
Master of Water Engineering
Sep 12, 2011 - Jul 12, 2013University Putra Malaysia (UPM)
Building and Construction (Civil Engineering)
Sep 12, 1998 - Jun 12, 2002University of Technology/ Baghdad
Working Experience
Academic Researcher [Lecturer]
Jul 1, 2018 - PresentNorthern Technical University (NTU) [Lecturer]
Nov 11, 2024 - PresentScientific Affairs Department
Publications
Harnessing Deep Learning and Snow Cover Data for Enhanced Runoff Prediction in Snow-Dominated Watersheds
Nov 22, 2024Journal Atmosphere
publisher MDPI
DOI https://doi.org/10.3390/atmos15121407
Issue 12
Volume 15
Predicting streamflow is essential for managing water resources, especially in basins and watersheds where snowmelt plays a major role in river discharge. This study evaluates the advanced deep learning models for accurate monthly and peak streamflow forecasting in the Gilgit River Basin. The models utilized were LSTM, BiLSTM, GRU, CNN, and their hybrid combinations (CNN-LSTM, CNN-BiLSTM, CNN-GRU, and CNN-BiGRU). Our research measured the model’s accuracy through root mean square error (RMSE), mean absolute error (MAE), Nash–Sutcliffe efficiency (NSE), and the coefficient of determination (R2). The findings indicated that the hybrid models, especially CNN-BiGRU and CNN-BiLSTM, achieved much better performance than traditional models like LSTM and GRU. For instance, CNN-BiGRU achieved the lowest RMSE (71.6 in training and 95.7 in testing) and the highest R2 (0.962 in training and 0.929 in testing). A novel aspect of this research was the integration of MODIS-derived snow-covered area (SCA) data, which enhanced model accuracy substantially. When SCA data were included, the CNN-BiLSTM model’s RMSE improved from 83.6 to 71.6 during training and from 108.6 to 95.7 during testing. In peak streamflow prediction, CNN-BiGRU outperformed other models with the lowest absolute error (108.4), followed by CNN-BiLSTM (144.1). This study’s results reinforce the notion that combining CNN’s spatial feature extraction capabilities with the temporal dependencies captured by LSTM or GRU significantly enhances model accuracy. The demonstrated improvements in prediction accuracy, especially for extreme events, highlight the potential for these models to support more informed decision-making in flood risk management and water allocation.
Enhancing the Prediction of Influent Total Nitrogen in Wastewater Treatment Plant Using Adaptive Neuro-Fuzzy Inference System–Gradient-Based Optimization Algorithm
Oct 23, 2024Journal Water
publisher MDPI
DOI https://doi.org/10.3390/w16213038
Issue 21
Volume 16
For the accurate estimation of daily influent total nitrogen of sewage plants, a novel hybrid approach is proposed in this study, where a gradient-based optimization (GBO) algorithm is employed to adjust the hyper-parameters of an adaptive neuro-fuzzy system (ANFIS). Several benchmark methods for optimizing ANFIS parameters are compared, which include particle swarm optimization (PSO), gray wolf optimization (GWO), and gradient-based optimization (GBO). The prediction accuracy of the ANFIS-GBO model is evaluated against other models using four statistical measures: root-mean-squared error (RMSE), mean absolute error (MAE), and Nash–Sutcliffe efficiency (NSE), and coefficient of determination (R2). Test results show that the suggested ANFIS-GBO outperforms the standalone ANFIS, hybrid ANFIS-PSO and ANFIS-GWO methods in daily influent total nitrogen prediction from the sewage treatment plant. The ANFIS, ANFIS-PSO, ANFIS-GWO, and ANFIS-GBO models are evaluated using seven distinct input combinations to predict daily TNinf. The results from both the testing and training periods demonstrate that these models, namely ANFIS, ANFIS-PSO, ANFIS-GWO, and ANFIS-GBO, exhibit the highest level of accuracy for the seventh input combination (Qw, pH, SS, TP, NH3-N, COD, and BOD5). ANFS-GBO-7 reduced the RMSE in the prediction of ANFIS-7, ANFIS-PSO-7, and ANFIS-GWO-7 by 21.77, 10.73, and 6.81%, respectively, in the test stage. Results from testing and training further demonstrate that increasing the number of parameters (NH3-N, COD, and BOD) as input improves the models’ ability to make predictions. The outcomes show that the ANFIS-GBO model can potentially be suggested for the daily prediction of influent total nitrogen (TNinf) in full-scale wastewater treatment plants.
Application of remote sensing and GIS techniques for monitoring water volume variations in inaccessible reservoirs
Oct 2, 2024Journal Hydrological Sciences Journal
publisher Taylor & Francis
DOI https://doi.org/10.1080/02626667.2024.2402483
Issue 15
Volume 69
Change detection processes using remote sensing and Geographic Information System (GIS) techniques were applied to monitor and estimate the water volume in the Mosul Dam reservoir during a period in which it was inaccessible due to ISIS occupation of the Province of Mosul. A total of 17 scenes of LANDSAT 8 images have been captured and the calculated areas have been used to estimate the water level (WL) and water volume (V) in the reservoir using the volume–area–elevation curve that was developed in 2011. The results indicated that WL ranged between a minimum of 308.5 m and a maximum of 321 m, while V ranged between 3.95 and 6.8 km3 for the minimum and maximum WL, respectively. For the blackout period with missing data, the monthly reservoir inflows (RIs) from the drainage watershed and the mean inflows were calculated and found to be compatible with the mean inflows of Mosul reservoir for the years 1986–2011.
Discharge estimation using brink depth over a trapezoidal-shaped weir
Dec 22, 2023Journal Flow Measurement and Instrumentation
publisher Elsevier
DOI https://doi.org/10.1016/j.flowmeasinst.2023.102454
Volume 94
A weir is an accurate hydraulic structure for estimating water discharge in open channels and rivers. It can be constructed with a standard shape with vertical upstream and downstream faces or it can be modified by inclining one or both weir faces to enhance its hydraulic characteristics. In this study, the feasibility of using the brink depth over a trapezoidal-shaped weir (yb) for discharge estimation was experimentally investigated for free flow conditions. The experimental work involved the use of three lengths of the weir crest, L (10, 20, and 30) cm, and four different slopes (37°, 54°, 75°, and 90°) for both upstream and downstream faces, each with different water discharge. In addition, the effect of channel bed slopes on the water head over the weir (h) and the brink depth (yb) was investigated. The results indicated that the (yb) can be used for discharge estimation with good accuracy for a trapezoidal-shaped weir instead of water head over the weir (h), which is usually used in estimating water over the weir, as (yb) does not affect by the channel bed slope and insignificantly affected by changing the upstream and/or downstream face angle, contrary to the (h). Hence, an empirical equation for estimating water discharge based on (yb) with different upstream and downstream slopes was developed and examined using some available previous studies data. The mean absolute percentage error (MAPE) between (yc/L) with (yb/L) and between the measured and estimated discharge is 4.73% and 7.02%, respectively.
Scour hole reduction at a diversion channel junction using different entrance edge shapes
Dec 15, 2023Journal International Journal of Sediment Research
publisher Elsevier
DOI https://doi.org/10.1016/j.ijsrc.2023.07.001
Issue 6
Volume 38
In the current study, the effect of the entrance edge shape on the scour hole in the diversion junction region was experimentally investigated. The investigation has considered three entrance models-rounded edge shapes on one or both sides of the diversion channel entrance-with five different inlet edge radius ratios (rr) of 25%, 37.5%, 50%, 62.5%, and 75% and five different diversion discharge ratios (Qr) of 7.5%, 12.5%, 17.5%, 22.5%, and 30%. The results have found the direct relation between Qr and the scour depth to the diversion channel water depth ratio (ds/yb). Moreover, the use of a rounded edge shape on one or both sides of the diversion channel entrance instead of a sharp shape results in a reduction in scour depth to diversion channel water depth ratio (ds/yb) when the Qr is greater than 20%. The results also indicated that the largest decrease in the scour coefficient (Kds) for the model with a rounded downstream edge compared with the sharp edge diversion channel entrance shape was 22% at a discharge ratio of 22.5% and an edge radius ratio of 37.5%. In addition, the entrance shape model with a rounded edge at the upstream outperformed other models in scour reduction with an average of all experiments of 5.77%. Finally, empirical relations for estimating scour depth for different rounded edge models in terms of the effective dimensionless parameters were established with coefficients of determination (R2) of not less than 0.853.
Influence of a Subsidiary Weir on the Stability of a Main Structure Built on a Finite Stratum
Dec 15, 2023Journal Fluids
publisher MDPI
DOI https://doi.org/10.3390/fluids8120319
Issue 12
Volume 8
Estimation of Reference Evapotranspiration in Semi-Arid Region with Limited Climatic Inputs Using Metaheuristic Regression Methods
Sep 30, 2023Journal Water
publisher MDPI
DOI https://doi.org/10.3390/w15193449
Issue 19
Volume 15
Temperature and precipitation trend analysis of the Iraq Region under SRES scenarios during the twenty-first century
Feb 18, 2022Journal Theoretical and Applied Climatology
publisher Springer Nature
DOI https://doi.org/10.1007/s00704-022-03976-y
Volume 148
Prediction of daily water level using new hybridized GS-GMDH and ANFIS-FCM models
Sep 20, 2021Journal Engineering Applications of Computational Fluid Mechanics
publisher Taylor & Francis
DOI https://doi.org/10.1080/19942060.2021.1966837
Issue 1
Volume 15
Hybridization of artificial intelligence models with nature inspired optimization algorithms for lake water level prediction and uncertainty analysis
Apr 1, 2021Journal Alexandria Engineering Journal
publisher Elsevier
DOI https://doi.org/10.1016/j.aej.2020.12.034
Issue 2
Volume 60
Evaluation of tree regression analysis for estimation of river basin discharge
Jan 5, 2021Journal Modeling Earth Systems and Environment
publisher Springer Nature
DOI https://doi.org/10.1007/s40808-020-01045-9
Volume 7
Modelling infiltration rates in permeable stormwater channels using soft computing techniques*
Oct 7, 2020Journal Irrigation and Drainage
publisher Wiley
DOI https://doi.org/10.1002/ird.2530
Issue 1
Volume 70
Optimizing Height and Spacing of Check Dam Systems for Better Grassed Channel Infiltration Capacity
May 28, 2020Journal Applied Sciences
publisher MDPI
DOI https://doi.org/10.3390/app10113725
Issue 10
Volume 11
Variations of infiltration capacity with flow hydraulic parameters in permeable stormwater channels
May 1, 2020Journal ISH Journal of Hydraulic Engineering
publisher Taylor & Francis
DOI https://doi.org/10.1080/09715010.2020.1759151
Issue 1
Volume 28
Experimental and numerical analysis for earth-fill dam seepage
Mar 22, 2020Journal Sustainability
publisher MDPI
DOI http://dx.doi.org/10.3390/su12062490
Issue 12
Volume 6
State-of-the Art-Powerhouse, Dam Structure, and Turbine Operation and Vibrations
Feb 24, 2020Journal Sustainability
publisher MDPI
DOI https://doi.org/10.3390/su12041676
Issue 6
Volume 12
Modified models for better prediction of infiltration rates in trapezoidal permeable stormwater channels
Oct 22, 2019Journal Hydrological Sciences Journal
publisher Taylor & Francis
DOI https://doi.org/10.1080/02626667.2019.1680845
Issue 15
Volume 64
Modeling the Infiltration Capacity of Permeable Stormwater Channels with a Check Dam System
Apr 17, 2019Journal Water Resources Management
publisher Springer Nature
DOI https://doi.org/10.1007/s11269-019-02258-z
Volume 33
Effects of Cross-Section on Infiltration and Seepage in Permeable Stormwater Channels
May 13, 2018Journal In: Pradhan, B. (eds) GCEC 2017. GCEC 2017. Lecture Notes in Civil Engineering
publisher Springer, Singapore
DOI https://doi.org/10.1007/978-981-10-8016-6_108
Volume 9
Permeable channel cross section for maximizing stormwater infiltration and seepage rates
Jan 6, 2018Journal Journal of Irrigation and Drainage Engineering
publisher ASCE
DOI https://doi.org/10.1061/(ASCE)IR.1943-4774.0001283
Issue 3
Volume 144