Muhammad Shatanawi

Prof. Muhammad Shatanawi


Research Focus & Metrics

Academic Career Length

14Years (2013-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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21 November 2018 in Sustainability
Verified
Journal Article
Open access
PDF file
MSMaisa'a Shammout
Maisa'a Shammout
TQTala Qtaishat
Tala Qtaishat
HRHala Rawabdeh
Hala Rawabdeh
MSMuhammad Shatanawi
Muhammad Shatanawi
The Jordan Valley is the prime irrigated agricultural area in Jordan which suffers shortage of water putting severe limitation on water allocation to farmers. To alleviate the problem, deficit irrigation was proposed for some vegetables such as bell pepper. Two field experiments in two growing seasons were conducted using bell pepper (Capsicum Annuum L.) to assess the effect of deficit irrigation on yield, water use efficiency (WUE), and water productivity (WP). The treatments were three irrigation levels: 100% (T1), 80% (T2), and 60% (T3) of the calculated crop evapotranspiration (ETc) using class A pan method. A cost–benefit analysis was carried out to determine the best economically suitable season for crop growth. The yields in both seasons were higher under T1, but there was no difference in WUE and WP between T1 and T2. The yield, WUE, and WP for T3 were significantly lower than for T1 and T2. Therefore, it is recommended to irrigate at 80% of ET. The best results were obtained for the total gross margin and the net present value in the winter season. Using deficit irrigation reduces water usage without significant yield loss, meanwhile maintaining relatively high WUE and supporting the sustainability of agriculture in the Jordan Valley.

12 January 2013 in Water Resources Management
Verified
Journal Article
Closed access
PDF file
MSMaisa'a Shammout
Maisa'a Shammout
MSMuhammad Shatanawi
Muhammad Shatanawi
SNSawsan Naber
Sawsan Naber

26 February 2018 in Sustainability
Verified
Journal Article
Open access
PDF file
MSMaisa'a Shammout
Maisa'a Shammout
MSMuhammad Shatanawi
Muhammad Shatanawi
ENE. James Nelson
E. James Nelson
The great demand for water resources from the Zarqa River Basin (ZRB) has resulted in a base-flow reduction of the River from 5 m3/s to less than 1 m3/s. This paper aims to predict Curve Numbers (CNs) as a baseline scenario and propose restoration scenarios for the ZRB. The method includes classifying the soil type and land use, predicting CNs, and proposing CN restoration scenarios. The prediction of existing CNs will be in parallel with the runoff prediction by using the US Army Corps of Engineers HEC-1 Model, and the Rainfall–Runoff Model (RRM). The models have been set up at the land use distribution of 0.3% water body, 9.3% forest and orchard, 71% mixture of grass, weeds, and desert shrubs, 7.0% crops, 4.0% urban areas, and 8.4% bare soil. The results show that CNs are 59, 78 and 89 under dry, normal and wet conditions, respectively. During the vegetation period, CNs are 52, 72 and 86 for dry, normal and wet conditions respectively. The restoration scenarios include how CNs decrease the runoff and increase the soil moisture when using the contours, terraces and crop residues. Analyzing the results of CN scenarios will be a fundamental tool in achieving watershed restoration targets.

1 January 2022 in Journal of Ecological Engineering
Verified
Journal Article
Open access
MSMaisa'a Shammout
Maisa'a Shammout
MSMuhammad Shatanawi
Muhammad Shatanawi
AAAkl M. Awwad
Akl M. Awwad
This paper focused on the fate of pollution and management of hexavalent chromium Cr(VI) and heavy metals in the Zarqa River Basin in Jordan. The Zarqa River basin was selected in this research because it contains the majority of Jordanian industries, which are the main source of pollutants...

8 January 2018 in Preprints.org
Verified
Preprint
Open access
PDF file
MSMaisa'a Shammout
Maisa'a Shammout
MSMuhammad Shatanawi
Muhammad Shatanawi
ENE. James Nelson
E. James Nelson
The heavy demand of water resources from the Zarqa River Basin (ZRB) has resulted in a base-flow reduction of the River from 5m3/s to less than 1m3/s. This paper aims at predicting Curve Numbers (CN) as a baseline scenario and proposing restoration scenarios for ZRB. The method includes classifying the soil type and land use, predicting CNs, and proposing CN restoration scenarios. Prediction of existing CNs will be in parallel with the runoff prediction using the US Army Corps of Engineers HEC-1 Model, and Rainfall-Runoff Model (RRM). The models have been set up at the land use distribution of 0.3% water body, 9.3% forest and orchard, 71% mixture of grass, weeds, and desert shrubs, 7.0% crops, 4.0% urban areas, and 8.4% bare soil. The results show that CN under dry condition are 59, 78 under a normal condition and 89 under a wet condition. During vegetation period, CN are 52, 72 and 86 for the dry, normal and wet condition respectively. The restoration scenarios; CN decreases runoff, and increases soil moisture when using the contours, terraces and crop residues. Analyzing results of CN scenarios will be a fundamental tool to support end-users related to their targets to achieve watershed restoration.

9 August 2020 in Bulletin of Environmental Contamination and Toxicology
Verified
Journal Article
Closed access
PDF file
MSMaisa'a Shammout
Maisa'a Shammout
MSMuhammad Shatanawi
Muhammad Shatanawi