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| 1 | Application of GIS-based SCS-CN method in West Bank catchments,Palestine显示文摘Among the most basic challenges of hydrology are the prediction and quantification of catchment surface runoff. The runoff curve number (CN) is a key factor in determining runoff in the SCS (Soil Conservation Service) based hydrologic modeling method. The traditional SCS-CN method for calculating the composite curve number is very tedious and consumes a major portion of the hydrologic modeling time. Therefore, geographic information systems (GIS) are now being used in combination with the SCS-CN method. This paper assesses the modeling of flow in West Bank catchments using the GIS-based SCS-CN method. The West Bank, Palestine, is characterized as an arid to semi-arid region with annual rainfall depths ranging between 100 mm in the vicinity of the Jordan River to 700 mm in the mountains extending across the central parts of the region. The estimated composite curve number for the entire West Bank is about 50 assuming dry conditions. This paper clearly demonstrates that the integration of GIS with the SCS-CN method provides a powerful tool for estimating runoff volumes in West Bank catchments, representing arid to semi-arid catchments of Palestine. | Sameer SHADEED Mohammad ALMASRI | 2010 | Water Science and Engineering2010，3，1： | 9 |
| 2 | Modular neural networks to predict the nitrate distribution in ground water using the on-ground nitrogen loading and recharge data显示文摘 | Kaluarachchi Jagath J | 2005 | Environmental Modeling and Software2005，20，7： | 1 |
| 3 | Nitrate contamination of groundwater:A conceptual management framework显示文摘 | Almasri Mohammad N | 2007 | Environmental Impact Assessment Review2007，27，3： | 1 |
| 4 | Assessment and management of long-term nitrate pollution of ground water in agriculture-dominated watersheds显示文摘 | Mohammad N Almasri Jagath J Kaluarachchi | 2004 | Journal of Hydrology2004，295，14： | 1 |
| 5 | Assessment of nitrate contamination of groundwater using lumped-parameter models显示文摘 | Lubna Hajhamad Mohammad N Almasri | 2009 | Environmental Modelling & Software2009，24，： | 1 |
| 6 | Inhibition of glycogen synthase kinase by curcumin: Investigation by simulated molecular docking and subsequent in vitro / in vivo evaluation显示文摘 | Yasser Bustanji Mutasem O. Taha Ihab M. Almasri Mohamed A.S. Al-Ghussein Mohammad K. Mohammad Hatim S. Alkhatib | 2009 | Journal of Enzyme Inhibition and Medicinal Chemistry2009，，3： | 1 |
| 7 | Modeling nitrate contamination of groundwater in agricultural watersheds显示文摘 | Mohammad N Almasri Jagath J Kaluarachchi | 2007 | Journal of Hydrology2007，343，： | 1 |
| 8 | Trends and occurrences of nitrate in the groundwater of the West Bank, Palestine显示文摘 | Fathi M Anayah Mohammad N Almasri | 2009 | Applied Geography2009，29，： | 1 |
| 9 | Modular neural networks to predict the nitrate distribution in ground water using the on-ground nitrogen loading and recharge data 显示文摘 | Mohammad N Almasri Jagath J Kaluarachchi | 2005 | Environmental Modelling and Software2005，20，7： | 1 |
| 10 | Assessment of intrinsic vulnerability to contamination for Gaza coastal aquifer, Palestine显示文摘 | Mohammad N. Almasri | 2007 | Journal of Environmental Management2007，，4： | 1 |
| 11 | Experimental Study on Compressive Strength of Recycled Aggregate Concrete under High Temperatur显示文摘This research aims to study the effect of elevated temperature on the compressive strength evolution of concrete made with recycled aggregate.Demolished building concrete samples were collected from four different sites in Saudi Arabia,namely from Tabuk,Madina,Yanbu,and Riyadh.These concretes were crushed and recycled into aggregates to be used to make new concrete samples.These samples were tested for axial compressive strength at ages 3,7,14,and 28 days at ambient temperature.Samples of the same concrete mixes were subjected to the elevated temperature of 300°C and tested for compressive strength again.The experimental result reveals that the recycled aggregate concrete samples have good quality at ambient and elevated temperatures and are considered fairly close to the concrete made with natural aggregate.However,recycled aggregate concrete at high temperatures showed higher strength degradation than natural aggregate concrete,but with differences that do not exceed 5%to 10%.The concrete samples made from recycled coarse aggregates also reached the design strength.It can be considered acceptable,considering the high variation in the concrete’s thermal response found in the literature. | Mohammad Akhtar Abdulsamee Halahla Amin Almasri | 2021 | Structural Durability & Health Monitoring2021，15，4： | 0 |
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