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1 - 16 of 16 items

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

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

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

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 : 1935
PDF : 781

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

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

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

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

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

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

The PVD-Accelerated Soil Deposit Consolidation Based on Elliptic Cylindrical Model

DOI : 10.28991/CEJ-2023-09-07-08
Yulvi Zaika , Gilang R. Kololikiye , . Harimurti
1660-1668
Abstract : 687
PDF : 477

River Mobile Armor Layer Induced by Flood

DOI : 10.28991/CEJ-2023-09-06-05
Arlendenovega S. Negara , Cahyono Ikhsan , RR. Rintis Hadiani , Yusep M. Purwana
1356-1370
Abstract : 839
PDF : 475

Sedimentation Characteristics and Sediment Transport in the Palu River Estuary

DOI : 10.28991/CEJ-2025-011-02-03
Adi Sucipto , M. Arsyad Thaha , M. Putra Hatta , Faisal Mahmuddin
437-452
Abstract : 642
PDF : 287

Development of Stage – Distance – Discharge Relationship and Rating Curve using Least Square Method

DOI : 10.28991/cej-2019-03091385
Nariman Yahya Othman , Zahra Abd Saleh , Zainab Ali Omran
1959-1969
Abstract : 1295
PDF : 808

Simulation and Assessment of Groundwater for Domestic and Irrigation Uses

DOI : 10.28991/cej-2019-03091379
Majed Rodhan Hussain , Basim Sh. Abed
1877-1892
Abstract : 1725
PDF : 994

Flood Analysis in Karkheh River Basin using Stochastic Model

DOI : 10.21859/cej-030915
Karim Hamidi Machekposhti , Hossein Sedghi , Abdolrasoul Telvari , Hossein Babazadeh
794-808
Abstract : 2072
PDF : 713
1 - 16 of 16 items