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Designing Manhole in Water Transmission Lines Using Flow3D Numerical Model

DOI : 10.28991/cej-030987
Azin Movahedi , Ali Delavari , Massoud Farahi
19-30
Abstract : 1597
PDF : 900

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

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 : 1253
PDF : 648

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

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

Three-Dimension Numerical Simulation of Scour Temporal Changes due to Flow in the Downstream of Combined Weirs and Gate Model

DOI : 10.28991/cej-030941
Yaser Sadeghi Googheri , Mojtaba Saneie , Sirous Ershadi
1111-1120
Abstract : 1203
PDF : 665

Analyzing Parameters Influencing Scour Bed in Confluence Channels Using Flow3D Numerical Model

DOI : 10.28991/cej-2016-00000055
Behnam Shamohamadi , Ali Mehboudi
529-537
Abstract : 1430
PDF : 781

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

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
1 - 9 of 9 items