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Original Articles

Experimental and numerical investigation of the flow field in the gradual transition of rectangular to trapezoidal open channels

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Pages 272-282 | Received 28 Sep 2015, Accepted 27 Jan 2016, Published online: 23 Mar 2016

Figures & data

Figure 1. Definition sketch: expansive transition of rectangular to trapezoidal.

Figure 1. Definition sketch: expansive transition of rectangular to trapezoidal.

Figure 2. Experimental setup for flow depth and velocity measurements.

Figure 2. Experimental setup for flow depth and velocity measurements.

Figure 3. (a) Top view of flume and (b) a section showing the points where velocity measurements were taken.

Figure 3. (a) Top view of flume and (b) a section showing the points where velocity measurements were taken.

Table 1. Range of flow hydraulic characteristics.

Figure 4. (a) Plan and (b) 3D view of the generated mesh in the computational domain.

Figure 4. (a) Plan and (b) 3D view of the generated mesh in the computational domain.

Figure 5. Measured water surface profiles for different Froude numbers for Q = 10 l/s.

Figure 5. Measured water surface profiles for different Froude numbers for Q = 10 l/s.

Figure 6. Velocity distributions across the width and along the length of the transition.

Figure 6. Velocity distributions across the width and along the length of the transition.

Figure 7. Efficiency of the transition for different inlet discharges.

Figure 7. Efficiency of the transition for different inlet discharges.

Figure 8. Energy loss coefficient along the transition for different Froude numbers.

Figure 8. Energy loss coefficient along the transition for different Froude numbers.

Figure 9. Water surface profiles for different inlet Froude numbers for Q = 20 l/s.

Figure 9. Water surface profiles for different inlet Froude numbers for Q = 20 l/s.

Figure 10. Velocity distribution for Q = 10 l/s and Fr1 = 0.47 at (a) the transition inlet, (b) the transition middle and (c) the transition outlet.

Figure 10. Velocity distribution for Q = 10 l/s and Fr1 = 0.47 at (a) the transition inlet, (b) the transition middle and (c) the transition outlet.

Figure 11. Streamlines near the water surface for different discharges.

Figure 11. Streamlines near the water surface for different discharges.

Figure 12. Streamlines in various cross-sections along the transition for Q = 25 l/s.

Figure 12. Streamlines in various cross-sections along the transition for Q = 25 l/s.