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Three-dimensional Modelling of Flow in Curved Compound Open Channels
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1397 - 11 |
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Discharge capacity of conventional side weirs in supercritical conditions
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1395 - 05 |
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Determination of discharge coefficient of triangular labyrinth side weirs with one and two cycles using the nonlinear PLS method
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1395 - 05 |
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Discharge coefficient of oblique labyrinth side weir
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1395 - 05 |
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Effects of suction on flow characteristics around circular cylinders based on numerical modelling
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1391 - 09 |
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Application of image processing method in experimental modeling of one dimensional dam break wave
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1391 - 09 |
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Effect of Piano-Key shape inlet on critical submergence at a vertical pipe intake
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1391 - 05 |
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Risk based analysis of earth dam overtopping Vanak dam as a case study)
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1391 - 02 |
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Estimating flow properties over free overfall using conformal mapping
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1391 - 02 |
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The effect of netting dissipaters on increasing the efficiency of energy dissipation in vertical drops
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1390 - 07 |
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Investigation of the Difference in Dam Break Modeling Approaches between 1-D and 2-D hydrodynamic Models
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1390 - 07 |
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Flow over sharp-crested oblique weirs
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1388 - 05 |
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Experimental results of pressure variation in two-phase air-water flow in water tunnels
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1385 - 06 |
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Pressure variation due to sudden rise of water head at water tunnels
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1385 - 06 |