Nidal Adeeb Yousef Hadadin
@ju.edu.jo
Full professor civil engineering department
JORDAN UNIVERSITY
Prof. Hadadin has more than 35 years as qualified experience as hydraulic and hydrologic engineering. His experience covers engineering analysis and design of major water and hydrology infrastructures projects, dams, sedimentations, waste and resources management, integrated water resources management in arid regions, climate change risk and adaptation management in water resources, water policy and reform, wadi theoretical and experimental hydrology, groundwater protection, land fill management and water use ethics. He served as a leading senior design engineer in major international consulting firms in highways/infrastructures engineering and dams projects including hydrologic/hydraulic analysis and design, water distribution systems, rainfall storm drainage and management, flash flood protection and flood mitigation and risk management. These projects were implemented in Jordan, Saudi Arabia, Iraq, Yemen, Libya, Oman, and United Arab Emirates. He is serving as a member in a high-ran
EDUCATION
1. PhD Civil Engineering Colorado State University (CSU), USA 2003
(GPA 3.65 of a 4.0 scale, Excellent)
2. MS Civil Engineering The University of Jordan 1992
(With an Accumulative Average 87.9 %, First in the Class, Dean's Honor List)
3. BSC Civil Engineering Yarmouk University, Jordan 1984
(With an Accumulative Average 80.2 %, Very Good, Dean's Honor List
RESEARCH, TEACHING, or OTHER INTERESTS
Environmental Science, Earth-Surface Processes, Fluid Flow and Transfer Processes, Ocean Engineering
Scopus Publications
Scholar Citations
Scholar h-index
Scholar i10-index
Scopus Publications
Tamer Eljufout, Nidal Hadadin, Assal Haddad, and Fadi Alhomaidat
Informa UK Limited
Nidal Hadadin, Zaid Al-Majali, and Tamer Eljufout
Springer Science and Business Media LLC
Nidal Adeeb Hadadin and Sania Ratib Al-Adwan
Springer Science and Business Media LLC
Sedimentation represents a serious threat to the dam and reduces its useable water storage and its life span. Due to erosion and sedimentation problems, a dam gradually loses its ability to store water for the purposes for which it was built. The Soil and Water Assessment Tool model (SWAT) was utilized to estimate the sediment yield in Wadi Al-Arab dam at the northern part of Jordan. In this research, two sediment transport relationships were developed: one for the sediment yield as a function of surface runoff and another for the sediment yield as a function of the slope, area of the watershed, and water discharge by using a statistical regression analysis on a set of hydraulic variables. The results showed that the reservoir storage is reduced with an annual rate of 0.093 MCM, and the accumulated sediment occupies 15% of the total storage capacity during a period of 32 years. The model also identified the location of high sediment yield within the study area, which is located at the western part of the watershed. The result of this study was compared with those of other investigators and with the actual sediment data. The difference in sediment yield between this study and actual sediment deposition was about 7%. Based on the results, it was found that SWAT model could be used to predict catchment soil erosion in watershed and sediment yield trapped behind similar dams.
Nidal Hadadin
Elsevier BV
Abstract The effects of basin hydrology on hydraulic geometry of channels variability for incised streams were investigated using available field data sets and models of watershed hydrology and channel hydraulics for the Yazoo River basin, USA. The study presents the hydraulic geometry relations of bankfull discharge, channel width, mean depth, cross-sectional area, longitudinal slope, unit stream power, and mean velocity at bankfull discharge as a function of drainage area using simple linear regression. The hydraulic geometry relations were developed for 61 streams, 20 of them are classified as channel evolution model (CEM) Types IV and V and 41 of them are CEM streams Types II and III. These relationships are invaluable to hydraulic and water resources engineers, hydrologists, and geomorphologists involved in stream restoration and protection. These relations can be used to assist in field identification of bankfull stage and stream dimension in un-gauged watersheds as well as estimation of the comparative stability of a stream channel. A set of hydraulic geometry relations are presented in this study, these empirical relations describe physical correlations for stable and incised channels. Cross-sectional area, which combines the effects of channel width and mean channel depth, was found to be highly responsive to changes in drainage area and bankfull discharge. Analyses of cross-sectional area, channel width, mean channel depth, and mean velocity in conjunction with changes in drainage area and bankfull discharge indicated that the channel width is much more responsive to changes in both drainage area and bankfull discharge than are mean channel depth or mean velocity.
Nidal Hadadin and
Jordan Journal of Civil Engineering
As a result of quick progression in computer and information technologies, computer modeling has become a vital tool in watershed research and management practices. Stanford Watershed Model (SWM) is an integrated physically based Watershed model that can be used to simulate water flow stream/canal network and overland runoff, interflow and evaporation by considering the interaction between surface water and subsurface water. The objective of this study is to apply the SWM in order to estimate the rainfall-runoff relationship for Wadi Wala streamflow semi arid area with an average annual rainfall of about 300 mm/yr and a catchment area of 1800 km. SWM has been widely accepted as a tool to synthesize a continuous hydrograph of hourly or daily streamflow. Sensitivity analysis, as well as trial and error adjustment techniques were used for the optimization of the number of parameters of the model. Comparing estimated and measured surface runoff for Wala valley indicated that the model is considerably efficient in predicting the total annual surface runoff from rainfall for similar watersheds.
Nidal Hadadin, Khaldoun Shatanawi, and Radwan Al-Weshah
Informa UK Limited
Volumes of rainwater harvested on-site are estimated by short-term storage capacity by two methods: graphical method and analytical method. The first method considers the difference between demand and supply over a specified period of time. The second uses random events to determine analytically, the storage capacity required to guarantee the draft. The comparison between the two methods indicates that there are minor differences. Based on the volume of water harvested after applying these methods, run-off coefficient for impervious surface in arid and semi-arid area was estimated. New analytical approach for long-term storage capacity is utilized to estimate the detention pond capacity off-site for the local natural streams. To apply this method, it is necessary to estimate the overall mean storage capacity in which the soil conservation service method is utilized. This technique is confirmed with graphical method.
Nidal Hadadin, Khaldoun Shatanawi, and Radwan Al-Weshah
Informa UK Limited
Nidal Hadadin
Springer Science and Business Media LLC
Several traditional techniques have been used for estimating storm-water runoff from ungauged watersheds. Some of these techniques were applied to watersheds of Rashadia in south-eastern desert of Jordan. When engineers apply rainfall-runoff models for hydrologic design, there are difficulties in defining and quantifying peak discharges that are required to design different types of hydraulic structures. The lack of data presents major difficulties for rainfall-runoff modeling in arid regions. These regions have characteristically high rainfall intensity and consequent flash floods. The specific objectives of this study are: (1) apply synthetic hydrographs for estimating peak discharges from limited hydrological data. (2) Evaluate the reliability of six techniques to accurately estimate storm-water runoff; and, to evaluate the runoff that is required to design hydraulic structures such as bridges, culverts and dams. (3) Estimate the flood resulting from direct runoff after subtracting all the loses such as: the infiltration, interflow and evaporation. (4) Develop a simple regression relationship between peak flow discharges and catchment areas. The results show that there is uncertainty in determining the accuracy of storm-water volume, this is due to several methods were utilizing the estimation the hydrographs base time, but promising results in predicting the peak flow discharge.
Nidal Hadadin, Zeyad Tarawneh, Khaldoun Shatanawi, Qais Banihani, and Moshrik R. Hamdi
Springer Science and Business Media LLC
All streams and rivers naturally overflow periodically. In the study area, flooding is a result of rainfall exceeding the absorptive capacity of soil and the flow capacity of waterways. In November, 2009, more than 90 mm of rain fell in Jeddah during just 4 h; this was nearly twice the average rainfall for an entire year and the heaviest rainfall in Saudi Arabia in a decade. Synthetic unit hydrograph theory is utilized in the hydrologic analysis in order to determine the peak flow discharge that hit Jeddah city. Flood hydrograph determination is essential for the assessment of water resource potential and for the design of various hydraulic structures. Unit hydrographs were derived for twelve main wadies in the Jeddah basin and the peak flow discharge was estimated by utilizing two models: routing unit hydrograph and Snyder unit hydrograph. Regression relationships as a simple power function between drainage area, number of the channels in the catchment, their total length, and the flow discharge were developed. In addition, the relationships between drainage density, drainage frequency, and infiltration capacity were founded. The results were discussed and compared with those derived and developed by other investigators. The relations between these variables were found to be so strong, that it was possible to estimate peak runoff for ungauged drainage basins.
Nidal Hadadin, Sari Shawash, Zeyad Tarawneh, Qais Banihani, and Moshrik R. Hamdi
IWA Publishing
Jordan is located in an arid to semi-arid zone where water resources are limited. The threat of water shortages is already a reality and Jordan is struggling to face the scarcity of water. The north-eastern Badia semi-desert (zone) of the Kingdom is a large area with a small population. Constructing a dam can boost the local economy by supplying the water necessary for a community to meet its irrigation needs and develop the study area. In this study, ArcGIS software using a digital elevation model (DEM) map was utilized to determine possible sites where rainwater can be collected in north-eastern Badia. Possible watersheds were delineated using drainage networks. Seven sub-watersheds were characterized hydrologically by developing unit hydrographs, and water volume capacity was computed. Moreover, possible sites for earthen dams or tanks for water harvesting systems were investigated in different areas of Jordan. Rainwater harvesting could make water available during dry periods and its capture can also reduce soil erosion from runoff during wet periods.
Nidal Hadadin, Maher Qaqish, Emad Akawwi, and Ahmed Bdour
Elsevier BV
Abstract The large environmental challenge that Jordan faces today is the scarcity of water. Definitely, water is the significant feature in the population/resource equation where water resources in Jordan are limited and the country's population has continued to rise. A high rate of natural population growth, combined with massive influxes of refugees, has transformed into an imbalance condition between population and water. Jordan's water resources are limited to support population in a sustainable manner. The situation has been intensified by the fact that Jordan shares most of its surface water resources with neighboring countries; their control on water has partially disallowed Jordan of its fair share of water. Current use of water already exceeds its renewable supply. The deficit is covered by the unsustainable practice of overdrawing highland aquifers, resulting in lowered water tables and declining water quality. This paper focuses on the water shortage in Jordan, the primarily evaluation of this problem and the solution is contemplate. A true foundation of sustainable water solution requires awareness upon the part of the population, and a number of governmental and non-governmental organizations are actively involved in educating the populace about water shortage. The more essential and “doable” elements of a sustainable water solutions were discussed in this research, these elements are standing under, the development of new supplies of water, water harvesting, desalination, reuse of wastewater in the agricultural sector and reduction of water demands. Moreover, this article presents specific recommendations addressing water resource shortage in the kingdom and highlighting the importance of conservation of water and discussing the basics of sustainable solution.
ZEYAD TARAWNEH and NIDAL HADADIN
Informa UK Limited
Abstract Concurrent reconstructions of October—April precipitation at Madaba and Rabba gauging sites in central Jordan back to the year 1777 using a multivariate regression model are presented. The reconstruction model was calibrated using concurrent precipitation and tree-ring data for the period 1953–1981 The regression equation is significant (p < 0.05), while reconstructions account for 53% and 48% (adjusted for lost degrees of freedom) of the total variability of the precipitation at the Madaba and Rabba sites, respectively. The validation statistic obtained indicates the existence of worthwhile information in the reconstructions. A threshold of 1 standard deviation below the mean is used to define extremely dry years. The concurrent analysis of the reconstructed precipitation at both sites indicates the occurrence of 24 regional extremely dry periods of between 1 and 2 years' duration. Dry periods of more than 2 years' duration rarely occur. This study indicates the occurrence of noticeable extremely dry individual years: 1800, 1827, 1895 and 1933. The estimated mean recurrence times of extreme droughts are 9.3 and 51.3 years for droughts of 1-year and 2-years duration, respectively.
Zeyad S. Tarawneh, Nidal A. Hadadin, and Ahmad N. Bdour
Science Publications
We suggested general polices that can be implemented to improve the sustainability and serviceability of the water sector in Jordan. It is suggested that water legislations in Jordan need to be updated to expand the involvement of the private sector to retain sustainable maintenance programmes that effectively mend water distribution systems. Moreover, water resources should be reallocated among competing sectors considering priority to users with purposes that are deemed to have the higher returns in economic and social terms. It is suggested that activating public awareness programmes will raise community understanding and support for water allocation plans among competing water use sectors and improve public participation in developing and accepting new policies related to water management.
N. A. Hadadin
WIT Press
The DEC Project data was used to develop several regression relationships for incised channels (CEM Type IV or V). The shape factor that was developed for downstream hydraulic geometry regression analysis of CEM Types IV and V incised channel data is ψ = 0.206 0.114 29.39 s S d − . The shape factor (W/d) is directly proportional to the bed material size and inversely proportional to the slope. The effect of discharge on the shape factor is negligible. The physical meaning of this equation is that small slopes and coarse grain sizes produce large width/depth ratios, and steep slopes and fine grain sizes produce small width/depth ratios. Two regression equations were developed for the hydraulic geometry for top width and mean depth with 95% upper and lower confidence interval for incised channels (CEM Types IV and V) in the DEC Project. There were minor differences between the exponents of flow discharge and channel slope between this study and the study of other investigators.
A. Bdour, B. Altrabsheh, N. Hadadin, and M. Al-Shareif
Elsevier BV
This study includes a survey of the procedures available, techniques, and methods of handling and disposing of medical waste at medium (between 100 and 200 beds) to large (over 200 beds) size healthcare facilities located in Irbid city (a major city in the northern part of Jordan). A total of 14 healthcare facilities, including four hospitals and 10 clinical laboratories, serving a total population of about 1.5 million, were surveyed during the course of this research. This study took into consideration both the quantity and quality of the generated wastes to determine generation rates and physical properties. Results of the survey showed that healthcare facilities in Irbid city have less appropriate practices when it comes to the handling, storage, and disposal of wastes generated in comparison to the developed world. There are no defined methods for handling and disposal of these wastes, starting from the personnel responsible for collection through those who transport the wastes to the disposal site. Moreover, there are no specific regulations or guidelines for segregation or classification of these wastes. This means that wastes are mixed, for example, wastes coming from the kitchen with those generated by different departments. Also, more importantly, none of the sites surveyed could provide estimated quantities of waste generated by each department, based upon the known variables within the departments. Average generation rates of total medical wastes in the hospitals were estimated to be 6.10 kg/patient/day (3.49 kg/bed/day), 5.62 kg/patient/day (3.14 kg/bed/day), and 4.02 kg/patient/day (1.88 kg/bed/day) for public, maternity, and private hospitals, respectively. For medical laboratories, rates were found to be in the range of 0.053-0.065 kg/test-day for governmental laboratories, and 0.034-0.102 kg/test-day for private laboratories. Although, based on the type of waste, domestic or general waste makes up a large proportion of the waste volume, so that if such waste is not mixed with patient derived waste, it can be easily handled. However, based on infections, it is important for healthcare staff to take precautions in handling sharps and pathological wastes, which comprises only about 26% of the total infectious wastes. Statistical analysis was conducted to develop mathematical models to aid in the prediction of waste quantities generated by the hospitals studied, or similar sites in the city that are not included in this study. In these models, the number of patients, number of beds, and hospital type were determined to be significant factors on waste generation. Such models provide decision makers with tools to better manage their medical waste, given the dynamic conditions of their healthcare facilities.
Nidal A. Hadadin and Zeyad S. Tarawneh
Science Publications
Jordan’s natural resources are limited to support population in a sustainable manner. However, its environment is exposed to a number of threats. In order to best explain Jordan’s environmental difficulties, it would be prudent to focus individually on each of these major concerns: water shortages, agriculture/land and air pollution. This study focuses on the environmental problems in Jordan and has addressed the process of reversing environmental decline. A true foundation of environmental protection requires awareness upon the part of the population and a number of governmental and non-governmental organizations are actively involved in educating the populace about environmental issues. This article presents specific recommendations addressing water resources, the areas of agriculture and air pollution. It emphasis throughout on the conservation of water, agriculturally productive land and the quality of air, of which, the contamination or loss of them would bring rapid and significant consequences to Jordan.
RECENT SCHOLAR PUBLICATIONS
MOST CITED SCHOLAR PUBLICATIONS
Publications
1. Eljufout T, Hadadin N., A. haddad, and F. Alhmaidat, (2023). Correlation models for utilising rebound hammer technique in evaluating weathered limestone walls , Australian Journal of Structural Engineering, Volume 24, Issue 1, Pages 77-87, Publisher Taylor & Francis,
2. Hadadin N., Al-Majali Z., , Eljufout T. (2022). Effects of climate change on water resources: a case study of the Wadi Al-Arab catchment area in Jordan, Environmental Earth Sciences, Volume 81, Issue 21, Pages 1-22, Publisher Springer Berlin Heidelberg,
3. Hadadin N. & Sania Al-Adwan (2020).Estimation of the sediment yield using hydrological assessment tool model: a case of Wadi Al-Arab Dam at the northern part of Jordan, Arabian Journal of Geosciences , Article number: 380 (2020) , Issue: 10,
pp 1-16 DOI 10.1007/s12517-020-05418-3 ISI-Web of Science
4. Zeyad Tarawneh, Hadadin, N & Esraa Tarawneh (2020). Extreme floods in central Jordan: frequency analysis, Italian journal of engineering geology and environment Vol.1, pp 17-2 3 DOI: 10.4408/
5. Hadadin N. (2019). New sediment transport approach for stable open channel design at upper and lower regime”. Proceedings of ISERD International Conference, Rome, Italy, 25th-26th, 2019 , Year: 2019, pp 12-17
6. Hadadin N. (2017). “Variation in