ELHADJ Mokhtari

Djenaoui Abdelouaheb , Hamdani Nour El Houda

Cartographie de la susceptibilité aux inondations par la méthode de l'analyse multicritère et SIG dans le sous bassin versant Sahel (Soummam)

Mehenni Mohammed El Ghazali , Zellouf Ahmed

Evaluation et cartographie de la susceptibilité à l'érosion par l'utilisation de SIG et la méthode de AHP dans le sous bassin versant de Oued Sahel (Soummam)

ZEGHMAR Ameur

Evaluation du risque d'érosion des sols et simulation du bilan hydro-sédimentaire à l'aide de SIG, télédétection et des modèles hydrologiques Cas du bassin versant Kebir Rhumel

Abdelkebir Brahim , /, /

Contribution à la gestion des eaux urbaines dans le milieu urbanisé: cas de la ville de Guelma

SAOULI Abdessabor , KADRI Ahmed, /

Cartographie des risques d’érosion par l’utilisation de SIG et le modèle EPM. Cas du sous bassin versant de Boussellam - Soummam

MEZATI Belkacem , ARBANE Abir, /

Modélisation et simulation du fonctionnement hydrologique avec logiciel HEC HMS dans le sous bassin versant de Sidi Aich (Soummam)

Boudani Mohamed , Boulanouar Mohamed, /

Cartographie des zones à risque d'inondations. Cas du bassin versant de Boussellam (Soummam)

Salhi Abdessalem , /, /

Modélisation pluie débit par l'application du modèle hydrologique HEC HMS dans le bassin versant du Barrage de Beni Haroun

Hamouche Sadek , Sebai Khaira, /

Apport de la télédétection et des SIG pour le suivi de la qualité physico chimique des eaux de surface Cas du barrage de Beni Haroun W de Mila

Toumiat Asma , Ouadah Dalal, /

Analyse et cartographie de la variabilité spatio-temporelle des précipitations dans le bassin versant de l'Oued Soummam

Drissi Houssam eddine , /, /

Evaluation et cartographie des risques d'érosion par l'utilisation de SIG et le modèle EPM cas du bassin versant du barrage de Beni Haroun

Nouaoui Abd Elmalek , Sefiane Djamel eddine, /

Outil d'aide au diagnostic du réseau d'eau potable pour la ville EL-EULMA (Zone I) par analyse spatiale et temporelle des dysfonctionnement hydrauliques

BAZA Mariem , KHAREF Reguia

Cartographie des zones inondables cas de Ain Touta Wilaya de BATNA

ABDELKEBIR Ratiba

Contribution à la méthodologie des études de protection contre les inondations par L’utilisation d’ARC GIS HEC GEORAS et HECRAS. Cas de la ville de Mouilha Wilaya deM’SILA.

GUERBI Mohamed Ali , ABDELKEBIR Brahim

Protection contre les inondations par l’utilisation d’ARCGIS, HEC GEO RAS et HECRAS Cas de la ville d’El Kseur Wilaya de BEJAIA.

CHIKHI Taraq , HAMICHE Mohamed Said

Modélisation de l’érosion hydrique des sols dans le bassin versant d’Oued Sahel Soummam

Water erosion in general is considered a natural danger that worsens with passing of years, and this is in the absence of human awareness and taking the necessary preventive measures to manage areas exposed to erosion. Most studies on water erosion have been subject to one framework, which is the evaluation of water erosion. This research contributed to the identification of soil erosion-prone areas in the sub-watershed of Boussellam and K’sob, Algeria, through the use of the Analytical Hier- archy Process (AHP), Fuzzy Boolean Modeling and the Modified Global Soil Loss Equation (RUSLE). A group of factors that affect soil erosion were used (Curvature, Slope, Aspect, Elevation, Rainfall Erosivity, Land use land cover, Drainage Density, K factor/Soil, Lithology, NDWI, Factor Ls, NDVI, Factor P, C Factor). Water erosion conditioning factors were integrated and erosion risk maps were extracted using the Geographic Information System. The study results, after using the RUSLE, fuzzy and AHP models, indicate areas with very high erosion risks occupied 12.91%, 12.98% and 9.49%, respec- tively, of the study area, and with the help of Receiver Operating Characteristics curves the risk maps were validated. Water erosion under the curve (AUC) and the results revealed that the models showed good predictive capabilities in determining soil erosion susceptibility zones with AUC values of 0.783, 0.806, and 0.644 for the AHP, fuzzy logic and RUSLE models, respectively. This study contributed to identifying the area’s most vulnerable to water erosion to help decision-makers to intervene quickly and take the essential strategies to reduce this problem in the research area.

Citation

Elhadj MOKHTARI , , (2023-12-26), Identification of soil erosion‑susceptible areas using revised universal soil loss equation, analytical hierarchy process and the fuzzy logic approach in sub‑watersheds Boussellam and K’sob Algeria, Environmental Earth Sciences, Vol:1, Issue:34, pages:1-17, OLAF KOLDITZ

In order to better manage and mitigate the effects of natural disasters, accurate flood susceptibility mapping is essential. In order to account for ambiguity and uncertainty in decision making, the Fuzzy Analytic Hierarchy Process (FAHP) and the Frequency Ratio (FR) model may be used in flood susceptibility mapping. The purpose of this research was to examine FAHP's usefulness in flood susceptibility mapping and to contrast it with the FR technique. This research presents a simple way to determine the likelihood of flooding in a section of Algiers's southwestern quadrant. Geograph-ic information systems (GIS) and remote sensing data are used in this methodology. A number of geospatial and remote sensing datasets were initially compiled for this study. These included a DEM, slope, precipitation, distance to major rivers, topographic moisture index (TWI), land use and land cover (LULC) maps, normalized difference vegetation index (NDVI), modified normalized water index (MNDWI), and drainage density. Finally, a flood risk map with five classes representing varying degrees of vulnerability to flooding was generated by integrating all the processed factors using the FAHP approach and the FR model. The final flood risk map's precision was calculated using both free Google Earth data and satellite images. Approximately 35% of the regions that experienced floods were found to have a very high or high risk of flooding based on the evaluation results. This study demonstrates the great promise of this method for producing reliable flood risk maps. The produced maps show areas of flood susceptibility, with high and very high susceptibility most prevalent in metropolitan areas along drainage networks and in the northern portions of the basin, which get more rainfall. After running both models and comparing the output maps to a map of recorded flood events, we calculated the area under the curve (AUC) and receiver operating characteristic (ROC) curves to assess the accuracy of each. With AUC values of 82.40% and 77.70%, respectively, the assessment findings showed that both the FAHP and FR models accurately identified flood-prone locations in the Cheliff-Ghrib basin. The FAHP model, on the other hand, is favored because of its efficacy in reducing the fuzziness and ambiguity of human assessments.

Citation

Elhadj MOKHTARI , ,(2023-11-26), Flood susceptibility assessment by integrating approach of fuzzy analytic hierarchy process and frequency ratio model in Chellif-Ghrib Watershed, Algeria,Mediterranean Geonciences Union MedGU'23 Istanbul,ISTANBUL

Contribution of remote sensing and GIS in the study of the evolution of the vegetation cover in the Soummam catchment in Northeast Algeria

Citation

Elhadj MOKHTARI , BELKACEM Merzouk , ,(2023-11-26), Contribution of remote sensing and GIS in the study of the evolution of the vegetation cover in the Soummam catchment in Northeast Algeria,Mediterranean Geonciences Union MedGU'23 Istanbul,ISTANBUL

Abstract

Citation

Elhadj MOKHTARI , BELKACEM Merzouk , ,(2023-11-26), Flood susceptibility assessment by integrating approach of fuzzy analytic hierarchy process and frequency ratio model in Chellif-Ghrib Watershed, Algeria,The 3rd Mediterranean Geosciences Union - Annual Meeting (MedGU-23),Istanbul

Modélisation et cartographie des risques d'érosion hydrique par l'utilisation de télédétection, SIG et le modèle EPM dans le sous bassin versant de l'K'sob (Algérie)

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Elhadj MOKHTARI , ,(2023-11-09), Modélisation et cartographie des risques d'érosion hydrique par l'utilisation de télédétection, SIG et le modèle EPM dans le sous bassin versant de l'K'sob (Algérie),Environnement et gestion durable (HYBRID-SNEGD'23),Relizane

Evaluation et cartographie de l'érosion des sols dans le bassin versant de Oued Boussellam (Algérie) à l'aide du modèle erosion model potentiel méthode (EPM) et le SIG

Citation

Elhadj MOKHTARI , ,(2023-10-24), Evaluation et cartographie de l'érosion des sols dans le bassin versant de Oued Boussellam (Algérie) à l'aide du modèle erosion model potentiel méthode (EPM) et le SIG,First international seminar on sustainable managment of natural resources in arid and semi arid areas,Naama

Evaluation de l'érosion des sols à l'aide de SIG dans le bassin versant de l'oued Boussellam (ALGERIE)

Citation

Elhadj MOKHTARI , ,(2023-10-01), Evaluation de l'érosion des sols à l'aide de SIG dans le bassin versant de l'oued Boussellam (ALGERIE),International seminar: Water, Climate Change, Agriculture and Territorial Development,Sétif -Algeria

This study aimed to estimate the annual soil loss in the Boussellam watershed in the northeast of Algeria, using the Revised Universal Soil Loss Equation (RUSLE), geographic information system (GIS), and remote sensing. RUSLE model has been used for modeling the main factors involved in erosive phenomena. This basin is characterized by an altitude ranging from 189 m to 1757 m, with an average of 931 m and a slope ranging between 0 and 266 % with an average of 18 %. Results showed that the average erosivity factor R is 68 (MJ.mm/ha.h.an) with a maximum value of 140 (MJ.mm/ha.h.an). The soil erodibility factor K ranges from 0.04 to 0.21 with an average of 0.11 (t.h.ha)/(MJ.ha.mm). The LS topographic factor ranges from 0 to 216 with an average of 16. The mean P factor is estimated to be 0.77, and the average C factor is 0.076. The combination of the different maps of these parameters made it possible to deduce the erosion map from which, it appears that the phenomenon of erosion mainly affects the northern part of the basin with an average of 258 (t/ha/year) for July 2015.

Citation

BELKACEM Merzouk , Elhadj MOKHTARI , ALI Berghout , ,(2023-06-05), Potential soil loss estimation using RUSLE, GIS and Remote Sensing in Boussellam basin in Northeast Algeria,The 7th International Symposium on Flash Floods in Wadi Systems,Tlemcen, Algérie

Abstract

Citation

Elhadj MOKHTARI , BELKACEM Merzouk , ,(2023-06-05), Sediment transport modeling using HEC-RAS software in the Oued Cheliff-Ghrib watershed,The 7th International Symposium on Flash Floods in Wadi Systems,Tlemcen, Algérie

The objective of this work is to study the evolution of soil erosion in the Boussellam watershed in the northeast of Algeria, using the Revised Universal Soil Loss Equation (RUSLE), geographic information system (GIS), and remote sensing. RUSLE model has been used for modeling the main factors involved in erosive phenomena. This basin covers an area of 4151 km² of elongated shape and low relief. It is characterized by an altitude ranging from 189 m to 1757 m, with an average of 931 m and a slope ranging between 0 and 266 % with an average of 18 %. Results showed that the average erosivity factor R is 68 (MJ.mm/ha.h.an) with a maximum value of 140 (MJ.mm/ha.h.an). The soil erodibility factor K ranges from 0.04 to 0.21 with an average of 0.11 (t.h.ha)/(MJ.ha.mm). The LS topographic factor ranges from 0 to 216 with an average of 16. The mean P factor is estimated to be 0.77, and the average C factor is 0.076. The combination of the different maps of these parameters made it possible to deduce the erosion map from which, it appears that the phenomenon of erosion mainly affects the northern part of the basin with an average of 258 (t/ha/year) for July 2015. These maps can be particularly useful in pinpointing potential areas of increased erosion risk underpinning targeted investigation and management action to support soil conservation for improved food and water security in this important watershed.

Citation

BELKACEM Merzouk , ADMIN Admin , ALI Berghout , ADMIN Admin , Elhadj MOKHTARI , ,(2023-05-03), Study of the evolution of soil erosion using RUSLE, GIS and remote sensing in Bousselam watershed, Algeria,The International Seminar Bioresources and Sustainable Development,Bouira, Algérie

Distribution et collecte des eaux urbaines

Citation

ElhadjMOKHTARI , ,(2023); Distribution et collecte des eaux urbaines,University de M'sila,

Hydrologie II

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ElhadjMOKHTARI , ,(2023); Hydrologie II,University de M'sila,

Flooding is one of the most devastating natural disasters brought on by climate change in North Africa. The occurrence of flood risk is due to a combination of natural and man-made variables, necessitating a better knowledge of its spatial scope. The goal of this study is to locate and map flood-prone regions in the Cheliff-Ghrib watershed. Within the ArcGIS interface, this study is based on the integration of multi-criteria data such as slope, drainage density, type of soil, rainfall, population density, land use and sewer system density. For flood risk assessment and mapping, the Analytic Hierarchy Process (AHP) technique was employed as a multi-criteria analysis, allowing the integration of numerous factors under two criteria namely, hazards and vulnerability. The AHP flood risk map reveals that areas at high and extremely high risk of flooding cover 22.5% of the study area. According to the findings, the Cheliff-Ghrib watershed is extremely vulnerable to flooding. Eight of the Chelliff-Ghrib watershed’s 15 municipalities (8/15) are at high risk of flooding, necessitating the development of efficient flood mitigation solutions for future flood events.

Citation

Elhadj MOKHTARI , , (2023), Flood risk assessment using analytical hierarchy process: a case study from the Cheliff-Ghrib watershed, Algeria, Journal of water and climate chabge, Vol:14, Issue:3, pages:18, Prof D. Nagesh Kumar

7th International Symposium on Flash Floods in Wadi Systems 5-7 June 2023

Citation

Elhadj MOKHTARI , ,(2023), Sediment transport modelling using HEC-RAS software in the Oued Cheliff-Ghrib watershed,7th International Symposium on Flash Floods in Wadi Systems 5-7 June 2023,تلمسان

Soil Erosion Rate Prediction using Deep Learning Model (DNN vs CNN) and Geographic Information System (GIS) of Wadi Sahel-Soummam Watershed (Algeria)

Citation

Elhadj MOKHTARI , ,(2023), Soil Erosion Rate Prediction using Deep Learning Model (DNN vs CNN) and Geographic Information System (GIS) of Wadi Sahel-Soummam Watershed (Algeria),The 7th International Symposium on Flash Floods in Wadi Systems (ISFF7),تلمسان

Potential soil loss estimation using RUSLE, GIS, and Remote Sensing in Boussellam basin in Northeast Algeria

Citation

Elhadj MOKHTARI , ,(2023), Potential soil loss estimation using RUSLE, GIS, and Remote Sensing in Boussellam basin in Northeast Algeria,The 7th International Symposium on Flash Floods in Wadi Systems (ISFF7),تلمسان

The current research examines the runoff response in the Bouhamdane watershed in Algeria using the soil and water assessment tool (SWAT). The SWAT model is applied for the Bouhamane watershed, which includes three sub-watersheds and 45 Hydraulic Response Units (HRUs). To assess the ability and effectiveness of the model, one-gauge station in the basin (sabat) was chosen. Monthly discharge flow data are sourced from Algeria's National Water Resources Agency (NWRA). The soil and water assessment tool calibration uncertainty programs (SWAT-CUPs) with the sequential uncertainty fitting (SUFI 2) algorithm were used to calibrate and validate the model. The model was run from 1985 to 2004, with a calibration period between 1985 and 1994 and a validation period between 1995 and 2005. The model's runoff simulation efficiency has been improved by adjusting watershed input parameters. The SWAT model's performance was assessed statistically (coefficient of determination [R2], Nash-Sutcliffe Efficiency Coefficient [NSE], and Percent BIAS [PBIAS]). The monthly calibration R2, NSE, and PBIAS were 0.89, 0.68, and 43, respectively, and the monthly validation R2, NSE, and PBIAS were 0.78, 0.76, and 10.4, respectively. These results support that the SWAT model is an effective tool for simulating the surface runoff of the Bouhamdane watershed.

Citation

Elhadj MOKHTARI , , (2023), SIMULATION OF RAINFALL-RUNOFF PROCESS USING SWAT MODEL IN BOUHAMDANE WATERSHED, ALGERIA, BULLETIN OF THE SERBIAN GEOGRAPHICAL SOCIETY, Vol:103, Issue:2, pages:279-292, Ph.D. Mikica Sibinović

Soil erosion is an important factor that should be considered when planning renewable natural resource projects, effects of which can be measured by modelling techniques. Therefore, disintegration models determine soil loss intensity and support soil conservation practices. This study estimates soil loss rates by water erosion using the Erosion Potential Method (EPM) in the Kebir Rhumel Watershed located in Northeast Algeria. The area is north to south sub-humid to semi-arid, receives irregular rainfall, and has steep slopes and low vegetation cover which makes it very vulnerable to erosion. The main factors in the EPM (soil erodibility, soil protection, slope, temperature, and rainfall) were evaluated using the Geographical Information System (GIS) and data provided by remote sensing technologies. The erosion intensity coefficient Z was 0.60, which indicates medium erosion intensity. While the results showed the average annual soil erosion of 17.92 Mg∙ha–1∙y–1, maximum and minimum losses are 190.50 Mg∙ha–1∙y–1 and 0.21 Mg∙ha–1∙y–1, respectively. The EPM model shows satisfactory results compared to some studies done in the basin, where the obtained results can be used for more appropriate management of land and water resources, sustainable planning, and environmental protection.

Citation

Elhadj MOKHTARI , Amer Zeghmar, Nadir Marouf, , (2022), Assessment of soil erosion using the GIS-based erosion potential method in the Kebir Rhumel Watershed, Northeast Algeria, journal of water and land devlepment JWLD, Vol:3, Issue:51, pages:133-144, Professor Dr. Hab. Hazem M. Kalaji

Evaluation and mapping of erosion risk by RUSLE model in the Boussellam catchment in Northeast Algeria

Citation

Elhadj MOKHTARI , ,(2022), Evaluation and mapping of erosion risk by RUSLE model in the Boussellam catchment in Northeast Algeria,Euro-Mediterranean Journal for Environmental Integration,Sousse

Determination of physiographic parameters of Soummam Watershed

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Elhadj MOKHTARI , ,(2022), Determination of physiographic parameters of Soummam Watershed,1 Edition de la journée nationale de la Géomatique,Alger

Assessement of drought in the soummam watershed

Citation

Elhadj MOKHTARI , ,(2022), Assessement of drought in the soummam watershed,1 séminaire national sur l'eau, climat et gestion des ressources en eau,Souk Ahras

Apport de la télédétection et de SIG pour le suivi de la qualité physicochimique des eaux du barrage de Beni Haroun W de Mila

Citation

Elhadj MOKHTARI , ,(2022), Apport de la télédétection et de SIG pour le suivi de la qualité physicochimique des eaux du barrage de Beni Haroun W de Mila,1 Séminaire national sur la protection et la préservation des ressources en eau,Blida

In recent decades, Algeria has experienced rapid and irregular demographic growth, and this irregular change has inevitably led to periodic floods threatening human life. Urbanization, an anthropogenic cause, is rapidly evolving and has been considered as a non-negligible part in altering land use and land cover (LULC), despite the fact that precipitation characteristics are related to the climate of the region and may change over time. It is therefore essential to assess the changes in runoff as a result of LULC changes. Awareness of the relationship of rainfall and runoff is necessary for urban drainage network modeling and design. The implementation of Low-Impact Development (LID) is a popular strategy to minimize stormwater runoff and pollutant loads. In developed countries, software to estimate impacts of certain LID controls has expanded in recent years; however, readily available modeling approaches are still in high demand in developing countries, such as Algeria. In this article, we seek methods that can decrease runoff peaks and volume for the Guelma watershed located in northeast Algeria by integrating the Personal Computer Storm Water Management Model (PCSWMM) and a geographic information system (GIS). PCSWMM calibration is conducted by using the sensitivity-based radio tuning calibration tool. The Nash–Sutcliffe efficiency (NSE) (0.70–0.88), coefficient of determination (R2) (0.76–0.96), and relative error (RE) (0.018–0.23) indicated good model performance in this urban watershed. The implementation of five LID practices, including permeable pavements, bioretentions, rain gardens, infiltration trenches, and rainwater harvesting systems, in scenarios explored could reduce peak runoff by 54.7% and reduce total runoff volume by 75.2%. The current research will assist decision-makers in improving and choosing the most appropriate LID designs that are effective in view of future climate changes and changes in LULC. This study can contribute to further applications of rainfall–runoff models in Algeria.

Citation

Elhadj MOKHTARI , , (2021), Evaluating Low-Impact Development practice performance to reduce runoff volume in an urban watershed in Algeria, Arabian journal of geosciences, Vol:14, Issue:9, pages:10, Broder J. Merkel

Assessment of surface runoff in urban watershed using GIS and PCSWMM Case study: Guelma town, Algeria

Citation

Elhadj MOKHTARI , ,(2020), Assessment of surface runoff in urban watershed using GIS and PCSWMM Case study: Guelma town, Algeria,3 Conference of the Arabian Journal of Geosciences (CAJG), held online, on 2–5 November 2020,On line

The present study aims to estimate theannual soil loss in the Soummam watershed in the of Algeria, using the Revised Universal Soil Loss Equation (RUSLE), geographic information system (GIS), and remote sensing (RS). RUSLE model has been used for modelling the main factors involved in erosive phenomena. The Soummam watershed covers a surface area of 9108.45 km2 of irregular shape, northeast –southwest towards southeast. It is characterized by an altitude varying between 2 m in the northeast and 2308 m in the northwest. Results showed that the average erosivity factor (R) is 70.64 (MJ·mm)/(ha·h·year) and the maximum value reaches 140 (MJ·mm)/(ha·h·year), the average soil erodibility factor (K) is 0.016 (t·h·ha)/(MJ·ha·mm) and maximum values reach 0.0204 (t·h·ha)/(MJ·ha·mm) in the southeast regions of the watershed, the average slope length and steepness factor (LS) is 9.79 and the mean C factor is estimated to be 0.62. Thematic maps integration of different factors of RUSLE in GIS with their database, allowed with a rapid and efficient manner to highlight complexity and factors interdependence in the erosion risk analyses. The resulting map for soils losses, with an average erosion rate of 6.81 t/(ha·year) shows a low erosion (<7.41 t/(ha·year)) which covers 73.46% of the total area of the basin, and a medium erosion (7.42 to 19.77 t/(ha·year)), which represents 17.66% of the area. Areas with extreme erosion risk exceeding 32.18 t/(ha·year) cover more than 3.54% of the basin area. The results can certainly aid in implementation of soil management and conservation practices to reduce the soil erosion in the Soummam watershed. Keywords: Soummam watershed; Soil erosion; Revised Universal Soil Loss Equation; Remote

Citation

Elhadj MOKHTARI , BELKACEM Merzouk , youcef.sahli@univ-msila.dz, , (2019), Mapping surface water erosion potential in the Soummam watershed in Northeast Algeria with RUSLE model, Journal of Mountain Science, Vol:16, Issue:7, pages:1606-1015, Editeur : Peng Cui

In order to take measures to control soil erosion, it is necessary to estimate soil losses over the area of interest. Soil loss due to soil erosion can be estimated using predictive models such as the Universal Soil Loss Equation (USLE) and the Revised Universal Soil Loss Equation (RUSLE). The accuracy of these models depends on the parameters used in the equations. One of the most important parameters in the equations used in both models is the C-factor which represents the effects of vegetation and other land cover types. Land cover estimation by remote sensing image interpretation uses the Standard Difference Vegetation Index (NDVI), an indicator showing vegetation cover. The purpose of this study is to estimate the C-factor values for the Boussellam watershed using satellite images. The final C-factor map was generated using the regression equation in the Spatial Analyst tool of the Arcgis 10.3 software. It is found that most of the basin is characterized by C-factor values between 0.6 and 0.8 (45.29% of the total catchment area). Keywords: Erosion, RUSLE, USLE, Factor C, Landsat, NDVI

Citation

Elhadj MOKHTARI , ALI Berghout , ,(2019), Estimation of C-Factor for soil erosion modeling using NDVI in Boussellam watershed ALGERIA,The First International Conference on Water and Climate,Annaba Algeria

Accurate prediction of soil erosion rate is a quite important issue for a wise and sustainable use of soil resources. In this study, an adaptive neuro-fuzzy inference system (ANFIS) approach is used to construct a prediction model. The objectives of this study is to develop fuzzy logic models that predict soil erosion in a relatively large watershed using a limited number of input variables, compare the predictions of soil erosion using ANFIS model with those of the Revised Universal Soil Loss Equation RUSLE. With the incorporation of Geographical Information System (GIS), it is possible to analyse satellite data, which gives required information like land use and cover, slope, distribution of rainfall, flow direction etc. of study watershed. The capabilities of these technologies increase when they are integrated with ANFIS model for erosion prediction. ANFIS model and GIS integrated erosion prediction models do not only estimate soil loss but also provide the spatial distributions of the erosion. Generating accurate erosion risk maps in GIS environment is very important to locate the areas with high erosion risks for prioritization and to develop adequate conservation techniques for a better sustainable management of Wadi Sahel watershed (Algeria).

Citation

Elhadj MOKHTARI , ,(2019), Soil Erosion Rate Prediction using Adaptive Neuro-Fuzzy Inference System (ANFIS) and Geographic Information System (GIS) of Wadi Sahel-Soummam Watershed (Algeria),IEEE International Conference on Fuzzy Systems (FUZZ-IEEE),USA

The First International Conference on Water and Climate

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Elhadj MOKHTARI , ,(2019), Conference on Water and Climate,The First International Conference on Water and Climate,Annaba Algeria

Participation à l'organisation de concours de doctorat LMD Hydraulique

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Elhadj MOKHTARI , ,(2019), Doctorat LMD hydraulique,Participation à l'organisation de concours de Doctorat,M'sila

L’objectif de ce travail est d’estimer les pertes en sol par érosion au niveau du bassin versant de l’Oued Boussellam dans le Nord-est de l’Algérie par l’utilisation des Systèmes d’Information Géographique. Le modèle de Wischmeier a été adopté pour la modélisation des principaux facteurs impliqués dans les phénomènes érosifs. Le bassin versant de Boussellam s’étend sur une superficie de 4296 Km2, de forme allongée du Sud -est au Nord -ouest.. La confrontation des différentes cartes de ces paramètres a permis de déduire la carte d’érosion à partir de laquelle, il ressort que le phénomène d’érosion touche l’ensemble du bassin versant de Boussellam mais à des niveaux différents. Ainsi, le taux moyen des pertes en sol est de 6.35 t/ha/an. Les taux d’érosion diffèrent d’une zone à l’autre du bassin versant, selon l’influence des différents facteurs qui contrôlent l’érosion. La répartition des pertes en terre n’est pas proportionnelle aux surfaces ; en effet, 3.73% de la surface du bassin contribuent à 33.73 % des pertes totales. Mots-clés : Bassin versant Boussellam, érosion, modèle RUSLE, SIG. Télédétection, Algérie

Citation

Elhadj MOKHTARI , , (2018), Évaluation de l'érosion des sols par le modèle RUSLE à l'aide de la télédétection et du SIG - Étude de cas du bassin de Boussalem Algérie, Journal International Sciences et Technique de l’Eau et de l’Environnement, Vol:3, Issue:1, pages:373 - 378, Rédacteur en Chef:Pr Noureddine Gaaloul

The objective of this work is to estimate soil losses by erosion at the Oued Boussellam watershed in northeastern Algeria through the use of Geographic Information Systems. The Wischmeier model has been adopted for modeling the main factors involved in erosive phenomena. The Boussellam watershed extends over an area of 4296 square kilometers, elongated from south-east to north-west.. The comparison of the different maps of these parameters made it possible to deduce the erosion map from which, it appears that the erosion phenomenon affects the whole area of the Boussellam watershed but at different levels. Thus, the average rate of soil losses is 6.35 t / ha / year. Erosion rates differ from one area of the watershed to another, depending on the influence of the different factors that control erosion. The distribution of soil losses is not proportional to the areas; in fact, 3.73% of the basin area contributes to 33.73% of total soil losses. Key Words: Boussellam watershed, erosion, RUSLE model, GIS. Teledetection, Algeria.

Citation

Elhadj MOKHTARI , ,(2018), Évaluation de l'érosion des sols par le modèle RUSLE à l'aide de la télédétection et du SIG - Étude de cas du bassin de Boussalem Algérie.,Colloque international Eau – Environnement- Climat ‘2018.,Hammamet Tunisie

The problem of natural hazards in general and, in particular, floods are among the most common among the peoples of the world in general and Algeria in particular, especially through recent flood incidents. The weather-related floods in the Soummam Valley are the most feared natural hazard for the people living on its shores, the latter becoming increasingly intolerable on the human and material levels. For this reason, the management of these dangers has become an imperative, including the use of all available means. The study of probability and frequency, the analysis of the links between precipitation and maximum recorded flows, and the analysis of historical flood data, on the other, led to the development of some empirical models to extrapolate the results of the assessment of flows (decimal, fiftieth and centennial floods) to identify reference floods for the establishment of flood risk prevention schemes at the level of the area in which the study was conducted. The results obtained can feed a surface model (HEC-RAS 5.0.3) allowing us to remotely scan the topography of flood residues by knowing the width and depth of the water-covered area, the flow distribution and the flow velocity. All of these data are necessary for the mapping of hazard zones. These documents are capable of responding to the protection and protection requirements as well as preserving the property in the flood areas within the framework of sustainable development. Keyword : Soummam watershed, Flood, cartography, modeling

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Elhadj MOKHTARI , ,(2018), Flood protection by the use of ARC GIS, HEC GEO RAS and HEC RAS. Case of the city of El-Kseur W. Bejaia,International Water Forum Conference 2018,Sousse Tunisie

Le présent document consiste à donner un aperçu sur les différents ouvrages des aménagements hydrauliques. Il s’agit d’un support de cours de la matière " Aménagements Hydrauliques " destiné aux étudiants de la 3ème année de Licence, Filière Hydraulique du domaine des Sciences et Technologies (ST). Le cours est structuré selon le programme des enseignements de la 3ème année de Licence Hydraulique, 6ème semestre. Le contenu de ce document est inspiré des documents et sources cités dans la liste des références bibliographiques. Dans cette matière l'étudiant(e) apprend les connaissances nécessaires à la conception, à la réalisation des ouvrages hydrauliques dont la fonction est l’aménagement des cours d’eau.

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ElhadjMOKHTARI , ,(2018); Aménagements Hydrauliques,Université Mohamed Boudiaf M'sila,

L’intégration des cartes thématiques des différents facteurs de l’Equation universelle de pertes en sol USEL dans le système d’information géographique (ARC GIS) avec leurs bases de données, a permis d’une manière rapide et efficace d’éclaircir la complexité et l’interdépendance des facteurs dans l’analyse des risques d’érosion. Les techniques de SIG et les données provenant de la télédétection ont été utilisées avec succès pour déterminer les facteurs d'érosion des sols.

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ElhadjMOKHTARI , ,(2018); Cartographie de l'érosion hydrique par SIG et télédétection,,Editions universitaires européennes

The objective of this study is to define a methodology for the quantification of solid transport in a section of river (Sidi Aich - Béjaia) of the Soummam Wadi basin by the application of HEC-RAS. Three functions of transport (Ackers-white, Engelund and Laursen) by using the function of evolution of the sedimentary bed of Exner and the sedimentation function of Ruby were tested for various risings. The found results were compared with another work in the literature and those observed by the hydrometric station of Sidi-Aich (ANRH). Key Words: Soummam Wadi basin, Solid transport, HEC-RAS, WMS.

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Elhadj MOKHTARI , , (2017), Etude du transport solide à l'estuaire du bassin versant de la Soummam par le logiciel HEC-RAS, Journal International Sciences et Technique de l’Eau et de l’Environnement, Vol:2, Issue:2, pages:184-187, Rédacteur en Chef:Pr Noureddine Gaaloul

The watershed of wadi Chelif-Ghrib is characterised by a semi-arid climate. Soils are more and more degraded and sediments derived from erosion contribute to the withholding sloughing of the Ghrib’s dam. Thematic maps integration of different factors of the Universal Soil Equation Loss in geographic information system (ARC GIS) with their database, allowed with a rapid and efficient manner to illuminate complexity and factors interdependence in the erosion risks analyses. The SIG techniques and data coming from the remote sensing have been used successfully to determine soil erosion factors. The resulting map for soils losses, with an average erosion rate of 18.31 t /ha/year shows a weak erosion (<7.41t/ha/year) which covers 28.24% of the total area of the basin, and a medium erosion (7.41 to 19.77t/ha/year), which represents 35.64% of the area. Areas with high erosion rates exceeding 30 t/ha/yearcover more than 16% of the basin area. Key Words: Erosion – Solid transport – Modeling – USEL – SIG – Wadi Cheliff Ghrib- Algeria.

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Elhadj MOKHTARI , Remini Boualem, Hamoudi Saaed Abdelamir, ,(2017), Modélisation de l’érosion hydrique des sols sur un bassin versant de l’Oued Cheliff-Ghrib. Algérie,Ressources en Eau & Changement Climatique,Hammamet Tunisie

Soil erosion is a natural process which is undoubtedly widely responsible for the current geomorphology. The “soil erosion” term cannot be used in a threatened environment or a damage that it is about accelerated erosion, beyond moderate rates, based on anthropogenic factors, which will cause loss of one or several functions of the soil. Detection of eroded soils, and so factors evaluations which control erosion and their characteristics, are complex tasks but can be resolved with integration of several data sources (spatial data, measures and investigation on the ground and satellite pictures) and geo-spatial treatment system such as geographic information system. There are several soil erosion models with different levels of complexity. Although a wide variety of models is available for erosion risk estimation, the majority requests many more data-sources than their application at a regional scale, becomes a problem. The well-known equation USLE (Wischmeier and Smith 1978) has been used because this is the model that requires less data sources and it has been widely applied to all scales (Fistikoglu et al. 2002). Basically, USLE has the advantage to supply long term average annual soil loss information from small areas and it is considered as an “appropriate model” if the goal of the modelling is to reach global estimations of soil erosion. However, the model is limited in the case it cannot simulate erosion of a deposit bed or gullies (Foster 1988). Keywords Erosion , Modeling , USEL ,SIG , Wadi sahel Soummam-Algeria

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Elhadj MOKHTARI , BELKACEM Merzouk , Chikhi Taraq, Hamiche Mohamed Said, ,(2017), Using geographic information system for mapping water erosion of wadi Sahel-Soummam Watershed’s soils (Algeria).,The 1st Euro-Mediteranean conference for Environmental integration(EMCEI).,Sousse Tunisie

The objective of this study is the quantification of the amount of soil erosion in the Soummam basin (Northeastern Algeria) using the Universal Soil loss Equation (USLE) integrated in a Geographical Information system ArcGIS. The results obtained show that the soils of the Soummam basin undergo the effect of several factors supporting the phenomenon of erosion to knowing the importance of the slopes, vegetable cover and the erodibility of the soils. They also state that the basin is subjected to an erosion with losses varying from 22.5 to 300 t/ha/an. Weak losses below the tolerance level < 6.2 t/ha/an. This serious situation is supported by the factors of erosion which are also combined to accelerate erosion, the strong slopes (59.52% of the surface of the Soummam basin present a factor LS between 5 and 50), an alarming degradation of vegetable cover and 60 % of the soils show a factor K > 0.06. Key Words: Soummam basin, Soil erosion, ArcGIS, USLE.

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Elhadj MOKHTARI , belkacem.merzouk, youcef.sahli, ,(2017), Cartographie des risques d’érosion des sols dans le bassin versant Oued Soummam Algérie.,Colloque international Eau-Société-Climat’2017,Hammaet Tunisie

The objective of this study is to define a methodology for the quantification of solid transport in a section of river (Sidi Aich - Béjaia) of the Soummam Wadi basin by the application of HEC-RAS. Three functions of transport (Ackers-white, Engelund and Laursen) by using the function of evolution of the sedimentary bed of Exner and the sedimentation function of Ruby were tested for various risings. The found results were compared with another work in the literature and those observed by the hydrometric station of Sidi-Aich (ANRH). Key Words: Soummam Wadi basin, Solid transport, HEC-RAS, WMS.

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Elhadj MOKHTARI , belkracem.merzouk, ,(2017), Etude du transport solide à l’estuaire du bassin versant de la soummam par le logiciel HEC RAS,Colloque international Eau-Société-Climat’2017,Hammamet Tunisie

Les deux ressources naturelles essentielles exigées pour la production agricole de n'importe quel pays sont sol et eau. La productivité nette des récoltes dépend de la gestion et de l'utilisation appropriée de ces deux ressources. La satisfaction a des besoins industrielles et d'urbanisation, rend l'eau une ressource rare et la satisfaction des besoins agricole est délicate dans presque tous les endroits à travers le monde. De nombreux chercheurs ont employés beaucoup de méthodes pour simuler, évaluer, et prévoir les effets de l'urbanisation sur la réponse hydrologique des bassins versants. La gestion du bassin versant implique l'utilisation judicieuse de toutes les ressources en terre et en eau. Les outils d'aide à la décision peuvent aider dans de meilleures options de développement pour que les humains contrôlent l'eau, la terre et les potentiels. Une réponse et approche fiables à ce défi est l'utilisation des modèles hydrologiques appropriés pour la gestion efficace des bassins versant et les écosystèmes (Yener et autres, 2012), la modélisation hydrologique est un outil utilisé généralement pour estimer la réponse hydrologique du bassin due à la précipitation. Elle prévoit la réponse hydrologique à de diverses pratiques de gestion de bassin versant et avoir un meilleur arrangement des impacts de ces pratiques (Kadam, 2011). Elle est évidente de l'examen étendu de la littérature que les études sur l'évaluation comparative des modèles du bassin versant pour des simulations hydrologiques sont beaucoup limitées dans les pays en voie de développement comprenant l'Inde (Kumar et Bhattacharya, 2011), cela explique la nécessité pour entreprendre l'étude de simulation hydrologique par le développement d'un modèle approprié du bassin. Le système de modélisation hydrologique de centres hydrologiques de technologie (HEC-HMS) est un modèle très utilisé pour simuler le processus d'écoulement e de précipitations. Cette étude vise à faire une modélisation hydrologique type pluie-débit sur le bassin d’Oued Cheliff- Ghrib, par le biais du modèle HEC-HMS. Après, ce modèle est utilisée pour prédire la réponse hydrologique du bassin à des scénarios de changement de climat et d’occupation du sol. La calibration du modèle a été faite sur deux phases, la première pour choisir les événements, le formalisme de la fonction de transfert et l’averse NRCS appropriés. La deuxième pour en déduire le jeu de paramètres optimisés qui est employé dans la validation. En utilisant le jeu de paramètres optimisés, on a pu prédire l’impact des averses quantiles, des changements d’occupation du sol dû à l’urbanisation, la déforestation et le reboisement sur le débit de pointe et le volume du ruissellement. Vers la fin, on a reconfirmé que l’influence de l’occupation du sol diminue pour des orages extrêmes. Mots clés : Modélisation – Pluies- Débits –HEC HMS- Bassin versant – Ghrib - Algérie

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Elhadj MOKHTARI , Remini Boualem, Hamoudi Saaed Abdelamir, ,(2017), Modélisation Pluies-Débits par le logiciel du système de modélisation hydrologique HEC-HMS -Cas du bassin versant de l’oued Cheliff-Ghrib-Algérie,Colloque international Eau-Société-Climat’2017,Hammamet Tunisie

Organisation de concours de doctorat LMD Hydraulique Préparation et correction des sujets

Citation

Elhadj MOKHTARI , ,(2017), Organisation de concours de doctorat LMD Hydraulique,Organisation de concours de doctorat LMD,Université de M'sila

The objective of this study is to define a methodology for the quantification of solid transport in a section of river (Sidi Aich - Béjaia) of the Soummam Wadi basin by the application of HEC-RAS. Three functions of transport (Ackers-white, Engelund and Laursen) by using the function of evolution of the sedimentary bed of Exner and the sedimentation function of Ruby were tested for various risings. The found results were compared with another work in the literature and those observed by the hydrometric station of Sidi-Aich (ANRH).

Citation

Elhadj MOKHTARI , BELKACEM Merzouk , ,(2017), Etude du transport solide à l'estuaire du bassin versant de la Soummam par le logiciel HEC-RAS,6ème Colloque International Eau-Société-Climat,Université de Carthage - Tunisie

The objective of this study is the quantification of the amount of soil erosion in the Soummam basin (Northeastern Algeria) using the Universal Soil loss Equation (USLE) integrated in a Geographical Information system ArcGIS. The results obtained show that the soils of the Soummam basin undergo the effect of several factors supporting the phenomenon of erosion to knowing the importance of the slopes, vegetable cover and the erodibility of the soils. They also state that the basin is subjected to an erosion with losses varying from 22.5 to 300 t/ha/an. Weak losses below the tolerance level < 6.2 t/ha/an. This serious situation is supported by the factors of erosion which are also combined to accelerate erosion, the strong slopes (59.52% of the surface of the Soummam basin present a factor LS between 5 and 50), an alarming degradation of vegetable cover and 60 % of the soils show a factor K > 0.06.

Citation

Elhadj MOKHTARI , BELKACEM Merzouk , youcef.sahli@univ-msila.dz, ,(2017), Cartographie des risques d’érosion des sols dans le bassin versant Oued Soummam,6ème Colloque International Eau-Société-Climat,Université de Carthage - Tunisie.

The purpose of this study is to make a hydrologic modelling type of rain–flow on watershed of wadi Cheliff- Ghrib, by means of HEC-HMS model. Afterwards, this model is used to predict hydrologic response of the basin to the climate changes scenarios and land use. The model calibration was made in two phases; the first one is to select events, formalism of transfer function and appropriate NRCS downpour. The second is to deduce optimised parameters set which is used in validation. By using optimised parameters set, we were able to predict impact of quantiles downpours, changes in land use due to urbanisation, deforestation and reforestation on the peak flow and on runoff volume. Towards the end, we reconfirmed that influence of land use decreases for extreme storms. Key words: Algeria, HEC-HMS – watershed, modelling, rain–flow, wadi Cheliff-Ghrib

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Elhadj MOKHTARI , , (2016), Modelling of the rain–flow by hydrological modelling software system HEC-HMS – watershed’s case of wadi Cheliff-Ghrib, Algeria, JOURNAL OF WATER AND LAND DEVELOPMENT, Vol:30, Issue:1, pages:87-100, Editor-in-Chief Leszek ŁABĘDZKI (water management, water resources) – Institute of Technology and Life Sciences, Falenty, Poland