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Simulation of Flow Suspended Load in Weirs by Using Flow3D Model

DOI : 10.28991/cej-2015-00000004
Mehdi Taghavi , Hesam Ghodousi
37-49
Abstract : 1646
PDF : 974

A Novel Buffer Tank to Attenuate the Peak Flow of Runoff

DOI : 10.28991/cej-2019-03091430
Yinghong Qin , Zhengce Huang , Zebin Yu , Zhikui Liu , Lei Wang
2525-2534
Abstract : 2363
PDF : 1046

Hydraulic Conditions Created by Passing Flow Through and Over a Combined Weir

DOI : 10.28991/CEJ-2025-011-05-016
Saad Mulahasan , Fadhil M. Al-Mohammed , Nagham Rajaa , Karim R. Gubashi
2008-2021
Abstract : 557
PDF : 186

Numerical Study of Energy Dissipation of Pooled Stepped Spillways

DOI : 10.28991/cej-2016-00000027
Khosro Morovati , Afshin Eghbalzadeh , Saba Soori
208-220
Abstract : 3048
PDF : 980

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 : 1585
PDF : 1347

Numerical Modelling of Flow in Morning Glory Spillways Using FLOW-3D

DOI : 10.28991/cej-030928
Amir Reza Razavi , Hassan Ahmadi
956-964
Abstract : 2631
PDF : 926

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 : 1027
PDF : 533

Modification of Classical Horseshoe Spillways: Experimental Study and Design Optimization

DOI : 10.28991/cej-2019-03091396
Vahid Hassanzadeh Vayghan , Ali Saber , Soroosh Mortazavian
2093-2109
Abstract : 1718
PDF : 689

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 : 2116
PDF : 1096

Laboratory Investigation on Discharge Coefficient of Trapezoidal Piano Key Side Weirs

DOI : 10.28991/cej-2019-03091335
Minasadat Seyedjavad , Seyed Taghi Omid Naeeni , Mojtaba Saneie
1327-1340
Abstract : 1408
PDF : 706

Experimental Establishing of Moving Hydraulic Jump in a Trapezoidal Channel

DOI : 10.28991/CEJ-2023-09-04-08
Najah K. Al-Bedyry , Maher A. A. Kadim , Saman H. Hussein , Zainab S. Al-Khafaji , Fatimah N. Al-Husseinawi
873-881
Abstract : 971
PDF : 569

Evaluation of Hydraulic Structures for Agricultural Discharge Optimization

DOI : 10.28991/CEJ-2024-010-05-010
Fatima H. Kazem , Jaafar S. Maatooq , Mohammed S. Wahad
1513-1524
Abstract : 807
PDF : 521

The Effects of Spillway Width on Outflow Discharge and Flow Elevation for the Probable Maximum Flood (PMF)

DOI : 10.28991/CEJ-2022-08-04-08
Yeri Sutopo , Karuniadi Satrio Utomo , Naufal Tinov
723-733
Abstract : 1098
PDF : 592

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 : 1388
PDF : 786

Investigating Effect of Different Parameters of the Submerged Vanes on the Lateral Intake Discharge Located in the 180 Degree Bend Using the Numerical Model

DOI : 10.28991/cej-030947
Ali Sarhadi , Ehsan Jabbari
1176-1187
Abstract : 1738
PDF : 773

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 : 1795
PDF : 831

Numerical Modeling of Flow Field in Morning Glory Spillways and Determining Rating Curve at Different Flow Rates

DOI : 10.28991/cej-2016-00000048
Mohammad Reza Enjilzadeh , Ebrahim Nohani
448-457
Abstract : 1618
PDF : 873

The Impact of the Construction of a Dam on Flood Management

DOI : 10.28991/cej-2021-03091658
Iliasse Khaddor , Mohammed Achab , Mohamed Rida Soumali , Abdelkader Benjbara , Adil Hafidi Alaoui
343-356
Abstract : 1611
PDF : 1013

Greywater Flow Characteristics for Closed Channel Maintenance

DOI : 10.28991/CEJ-2023-09-01-03
Ratna Bachrun , . Santi , Surya Baskara
29-40
Abstract : 1229
PDF : 723

The Reliability of W-flow Run-off-Rainfall Model in Predicting Rainfall to the Discharge

DOI : 10.28991/CEJ-2023-09-07-015
D. Riyadi Tama , Lily M. Limantara , E. Suhartanto , Y. Padma Devia
1768-1778
Abstract : 678
PDF : 425

An Assessment of Nature-Based Solutions Water Infrastructure for Flood Risk Reduction in Unplanned Area

DOI : 10.28991/CEJ-2025-011-05-07
Maman Supratman , Muhammad S. Badri Kusuma , Muhammad Cahyono , Arno Adi Kuntoro
1827-1855
Abstract : 539
PDF : 212

Forecasting by Stochastic Models to Inflow of Karkheh Dam at Iran

DOI : 10.28991/cej-2017-00000095
Karim Hamidi Machekposhti , Hossein Sedghi , Abdolrasoul Telvari , Hossein Babazadeh
340-350
Abstract : 1941
PDF : 828

Series Type Vertical Subsurface Flow Constructed Wetlands for Dairy Farm Wastewater Treatment

DOI : 10.28991/cej-2021-03091654
Julius Cezar A. Galve , Marloe Baclayon Sundo , Donny Rey D. Camus , Victor Mikael N. De Padua , Richard Dean F. Morales
292-303
Abstract : 1705
PDF : 914

Flood Hazard Assessment Due to Changes in Land Use and Cover

DOI : 10.28991/CEJ-2024-010-12-04
Maman Supratman , Muhammad S. B. Kusuma , Muhammad Cahyono , Arno Adi Kuntoro
3874-3891
Abstract : 947
PDF : 368

Calibration and Validation of CN Values for Watershed Hydrological Response

DOI : 10.28991/CEJ-2023-09-01-06
Nanang S. Rizal , Iskandar Umarie , Kukuh Munandar , Ari Eko Wardoyo
72-85
Abstract : 1346
PDF : 854
1 - 25 of 31 items 1 2 > >>