Faiz H. Al-Merib

ORCID: 0000-0001-6342-7130
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About
Contact & Profiles
Research Areas
  • Hydraulic flow and structures
  • Flood Risk Assessment and Management
  • Water Systems and Optimization
  • Structural Behavior of Reinforced Concrete
  • Hydrology and Sediment Transport Processes
  • Concrete and Cement Materials Research
  • Hydrology and Drought Analysis
  • Soil erosion and sediment transport
  • Hydrology and Watershed Management Studies
  • Innovative concrete reinforcement materials
  • Water resources management and optimization
  • Hydraulic Fracturing and Reservoir Analysis
  • Reservoir Engineering and Simulation Methods
  • Dam Engineering and Safety

University of Babylon
2020-2024

Recently, fiber has been incorporated into concrete mixtures, where its distribution in the matrix helps to improve and enhance mechanical properties of fiber-reinforced (FRC). The aim this study is investigate influence steel synthetic parameters, along with different coarse aggregate maximum sizes (CAMZs) on FRC performance. Additionally, past research, empirical relationships among compressive, tensile, flexural strengths plain were assessed, correlations between these examined. For each...

10.3390/buildings11040158 article EN cc-by Buildings 2021-04-13

Floods are considered the most serious disaster among all-natural catastrophes because they occur more frequently than any other natural hazard and strongly impact individuals all disasters. Therefore, it is necessary to study flood risk. Hillah River critical in securing industrial, agricultural, civil water three Iraqi governorates: Babil, Diwaniyah, Muthanna. Its primary source Euphrates River, which extends approximately 100 kilometers within Babil Governorate – area. This research aims...

10.25130/tjes.31.2.2 article EN cc-by Tikrit Journal of Engineering Sciences 2024-04-08

10.12912/27197050/191954 article EN cc-by Ecological Engineering & Environmental Technology 2024-08-22

Abstract The present study investigates the effect of using stepped gabion weir in a laboratory channel on distance hydraulic jump. A set 25 experiments and 175 operation tests were conducted flume with dimensions 10 m long by 0.3 wide, 0.5 high. tested had different five possible lengths 0.88 m, 0.96 1.04m, 1.12 1.20 filling material used was natural quarry mono graded gravel sample sizes average equivalent diameter 11.75 mm, 16.50 22.00 31.25 43.75 mm. Operation discharge values ranged...

10.1088/1757-899x/888/1/012061 article EN IOP Conference Series Materials Science and Engineering 2020-07-01
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