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The Effect of Triangle Slope Variation on Froude Number with Numerical Simulation

DOI : 10.28991/CEJ-2023-09-12-012
Mukhsan Putra Hatta , Ira Widyastuti , Andi Muh. M. Makkarumpa'
3136-3146
Abstract : 722
PDF : 429

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

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 : 720
PDF : 572

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 : 1651
PDF : 806

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 : 1737
PDF : 773

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 : 484
PDF : 355

Experimental Study of the Rooster Tail Jump and End Sill in Horseshoe Spillways

DOI : 10.28991/cej-2019-03091295
Vahid Hassanzadeh Vayghan , Mirali Mohammadi , Ali Ranjbar
871-880
Abstract : 1284
PDF : 791
1 - 7 of 7 items