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Experimental Study on the Effect of Flow Velocity and Slope on Stream Bank Stability (Part II)

DOI : 10.28991/CEJ-2024-010-10-012
Jawad Kadhim , Mohanned Q. Waheed , Haitham A. Hussein , Saad F. A. Al-Wakel
3307-3321
Abstract : 533
PDF : 338

Numerical Study of Energy Dissipation of Pooled Stepped Spillways

DOI : 10.28991/cej-2016-00000027
Khosro Morovati , Afshin Eghbalzadeh , Saba Soori
208-220
Abstract : 3104
PDF : 1031

Experimental Study on the Effect of Flow Velocity and Slope on Stream Bank Stability (Part I)

DOI : 10.28991/CEJ-2024-010-08-013
Jawad Kadhim , Mohanned Q. Waheed , Haitham A. Hussein , Saad F. A. Al-Wakel
2631-2644
Abstract : 989
PDF : 425

Three-Dimensional Simulation of Flow Field in Morning Glory Spillway to Determine Flow Regimes (Case Study: Haraz Dam)

DOI : 10.28991/cej-030943
Amir Reza Razavi , Hassan Ahmadi
1133-1145
Abstract : 1662
PDF : 1424

Dam-Break Energy of Porous Structure for Scour Countermeasure at Bridge Abutment

DOI : 10.28991/CEJ-2022-08-12-019
Ira Widyastuti , M. Arsyad Thaha , Rita Tahir Lopa , Mukhsan Putra Hatta
3939-3951
Abstract : 797
PDF : 665

Assessment of Fluid Forces on Flooded Bridge Superstructures Using the SPH Method

DOI : 10.28991/CEJ-2024-010-12-019
T. A. Do , T. H. Nguyen
4104-4116
Abstract : 691
PDF : 304

Numerical Investigation of the Optimum Angle for Open Channel Junction

DOI : 10.28991/CEJ-2023-09-05-07
Waqed H. Hassan , Nidaa Ali Shabat
1121-1131
Abstract : 1079
PDF : 599

Numerical Detection of Cavitation Damage on Dam Spillway

DOI : 10.28991/cej-2016-00000051
E Fadaei-Kermani , G. A Barani , M. Ghaeini-Hessaroeyeh
484-490
Abstract : 2021
PDF : 1058

Numerical Study of Flow Pattern in Buildings with Different Heights

DOI : 10.28991/cej-2016-00000016
Ali Hooshmand Aini
95-101
Abstract : 2530
PDF : 857

A Novel Macroscopic Traffic Model based on Distance Headway

DOI : 10.28991/CEJ-SP2021-07-03
Zawar H. Khan , T. Aaron Gulliver , Khurram S. Khattak
32-40
Abstract : 976
PDF : 565

An Experimental and Numerical Comparison of Flow Hydraulic Parameters in Circular Crested Weir Using Flow3D

DOI : 10.28991/cej-2016-00000010
Farhad Ghazizadeh , M. Azhdary Moghaddam
23-37
Abstract : 2180
PDF : 1153

Effect of Porous Rectangular Type Baffle Block Angle on Hydraulic Jump Downstream of Spillway

DOI : 10.28991/CEJ-2024-010-10-04
Lutfi Hair Djunur , Muhammad S. Pallu , Riswal Karamma , Bambang Bakri
3173-3193
Abstract : 719
PDF : 409

Investigation of k-ε Turbulent Models and Their Effects on Offset Jet Flow Simulation

DOI : 10.28991/cej-2019-03091231
Mohammad Reza Boroomand , Amirhossein Mohammadi
127-141
Abstract : 1439
PDF : 834

Investigating the Flow Hydrodynamics in a Compound Channel with Layered Vegetated Floodplains

DOI : 10.28991/cej-2020-03091513
Muhammad Ahmad , Usman Ghani , Naveed Anjum , Ghufran Ahmed Pasha , Muhammad Kaleem Ullah , Afzal Ahmed
860-876
Abstract : 1929
PDF : 906

Numerical Modeling of Local Scour at the Junction of Open Channels in Flow3D Numerical Model

DOI : 10.28991/cej-2016-00000050
Behnam Shamohamadi , Ali Mehboudi
474-483
Abstract : 1318
PDF : 701

Flow Simulation and Energy Loss Estimation in the Nappe Flow Regime of Stepped Spillways with Inclined Steps and End Sill: A Numerical Approach

DOI : 10.28991/cej-2016-00000047
Amirmasoud Hamedi , Mohammad Hajigholizadeh , Abbas Mansoori
426-437
Abstract : 1730
PDF : 830

Sluice Gate Operation and Managed Water Levels Improve Predicted Estuarine Lake Water Quality

DOI : 10.28991/CEJ-2025-011-01-015
Semin Kim
244-278
Abstract : 633
PDF : 371

A Macroscopic Traffic Model Based on the Safe Velocity at Transitions

DOI : 10.28991/cej-2021-03091710
Zawar Hussain Khan , Thomas Aaron Gulliver , Waheed Imran
1060-1069
Abstract : 1085
PDF : 660

Greywater Flow Characteristics for Closed Channel Maintenance

DOI : 10.28991/CEJ-2023-09-01-03
Ratna Bachrun , . Santi , Surya Baskara
29-40
Abstract : 1300
PDF : 810

Investigating Role of Vegetation in Protection of Houses during Floods

DOI : 10.28991/cej-2019-03091436
Amina Ali , Ghufran Ahmad Pasha , Usman Ghani , Afzal Ahmed , Fakhar Muhammad Abbas
2598-2613
Abstract : 1717
PDF : 880

2D-HEC-RAS Modeling of Flood Wave Propagation in a Semi-Arid Area Due to Dam Overtopping Failure

DOI : 10.28991/cej-2021-03091739
Ibtisam R. Karim , Zahraa F. Hassan , Hassan Hussein Abdullah , Imzahim A. Alwan
1501-1514
Abstract : 3033
PDF : 2730

Investigating the Hydraulic Behaviours of an Alluvial Meandering River Reach Between Two Barrages

DOI : 10.28991/CEJ-2024-010-05-013
Zainab D. Abbass , Jaafar S. Maatooq , Mustafa M. Al-Mukhtar
1561-1576
Abstract : 893
PDF : 569

Experimental Studies and Analysis on Mobilization of the Cohesionless Sediments Through Alluvial Channel: A Review

DOI : 10.28991/cej-2021-03091700
Akash Anand , Mubeen Beg , Neeraj Kumar
915-936
Abstract : 1267
PDF : 831

Modeling of the Full-Scale Secondary Sedimentation Basin Using the GPS-X Model

DOI : 10.28991/CEJ-2024-010-09-017
Safi A. Hasan , Basim K. Nile , Ahmed M. Faris
3034-3052
Abstract : 633
PDF : 342

Numerical Study of the Wake Flow of a Wind Turbine with Consideration of the Inflow Turbulence

DOI : 10.28991/cej-03091125
Xiaoyu Luo , Qiuming Li , Shishu Xiong , Zhenqing Liu
1907-1916
Abstract : 2248
PDF : 883
1 - 25 of 44 items 1 2 > >>