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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 : 1649
PDF : 980

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 : 811
PDF : 528

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 : 1719
PDF : 689

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 : 612
PDF : 199

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 : 1413
PDF : 710

The ITB Unit Hydrograph Method: A Novel Approach to User-Defined Unit Hydrograph Development (Part II)

DOI : 10.28991/CEJ-2025-011-05-015
Dantje K. Natakusumah , Waluyo Hatmoko , Dhemi Harlan , Eka O. Nugroho , Arno A. Kuntoro , Mohammad Farid , Fitra Adinata , Jovian Javas
1980-2007
Abstract : 704
PDF : 166

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 : 1101
PDF : 595

Discharge Coefficient of a C-Type Piano Key Side Weir at 30° and 120° Sections of a Curved Channel

DOI : 10.28991/cej-03091106
Yaser Mehri , Jaber Soltani , Mojtaba Saneie , Mohhamad Rostami
1702-1713
Abstract : 1938
PDF : 785

A Comparison of Emotional Neural Network (ENN) and Artificial Neural Network (ANN) Approach for Rainfall-Runoff Modelling

DOI : 10.28991/cej-2019-03091398
Suraj Kumar , Thendiyath Roshni , Dar Himayoun
2120-2130
Abstract : 2292
PDF : 916

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 : 681
PDF : 430

Primarily Results of a Real-Time Flash Flood Warning System in Vietnam

DOI : 10.28991/cej-2021-03091687
Tran Kim Chau , Nguyen Tien Thanh , Nguyen The Toan
747-762
Abstract : 1403
PDF : 811

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 : 633
PDF : 239

The ITB Unit Hydrograph Method: A Novel Approach to User-Defined Unit Hydrograph Development (Part I)

DOI : 10.28991/CEJ-2025-011-04-021
Dantje K. Natakusumah , Waluyo Hatmoko , Dhemi Harlan , Eka O. Nugroho , Arno A. Kuntoro , Mohammad Farid , Fitra Adinata , Jovian Javas
1624-1651
Abstract : 658
PDF : 223

Analysis of Flood Discharge due to Impact of Tropical Cyclone

DOI : 10.28991/CEJ-2022-08-09-01
Denik Sri Krisnayanti , Philipi de Rozari , Vilkanova C. Garu , Alvine C. Damayanti , Djoko Legono , Hamdan Nurdin
1752-1763
Abstract : 1074
PDF : 707

Sensitivity of Direct Runoff to Curve Number Using the SCS-CN Method

DOI : 10.28991/cej-2019-03091445
Abdul Ghani Soomro , Muhammad Munir Babar , Anila Hameem Memon , Arjumand Zehra Zaidi , Arshad Ashraf , Jewell Lund
2738-2746
Abstract : 1287
PDF : 624

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

DOI : 10.28991/cej-030928
Amir Reza Razavi , Hassan Ahmadi
956-964
Abstract : 2634
PDF : 926

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 : 1352
PDF : 859

The Analysis of Large Dam Impacts on Sediment Grain Size Distribution in a Tropical River System

DOI : 10.28991/CEJ-SP2023-09-02
Mohammad Haroon Hairan , Nor Rohaizah Jamil , Mohammad Noor Amal Azmai , Ley Juen Looi , Ahmad Zaharin Aris , Mohd Hafiz Rosli
15-26
Abstract : 902
PDF : 481

Establishment of a Stochastic Model for Sustainable Economic Flood Management in Yewa Sub-Basin, Southwest Nigeria

DOI : 10.28991/cej-2016-00000065
O.A Agbede , Oluwatobi Aiyelokun
646-655
Abstract : 1294
PDF : 692

Flood Sedimentology for Future Floods Mitigation in North Luwu, Sulawesi, Indonesia

DOI : 10.28991/CEJ-2023-09-04-011
Adi Maulana , Miswar Tumpu , Indah Putri Indriani , Iswandi Utama
906-914
Abstract : 964
PDF : 621

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 : 1588
PDF : 1350

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 : 1615
PDF : 1020

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 : 2119
PDF : 1100

Greywater Flow Characteristics for Closed Channel Maintenance

DOI : 10.28991/CEJ-2023-09-01-03
Ratna Bachrun , . Santi , Surya Baskara
29-40
Abstract : 1239
PDF : 731

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 : 2370
PDF : 1051
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