The depth of uniform flow in a 3 m wide straight rectangular channel, for a discharge of 10 m³/s, is 2.2 m. The water flows around a 90° bend of inner radius 5 m, as shown in Figure 4.1. Assuming that the flow through this bend approximates a free vortex, calculate the depth of water at its inner and outer radii. Ignore the bed slope and energy losses. 3m. 5m. Center
The depth of uniform flow in a 3 m wide straight rectangular channel, for a discharge of 10 m³/s, is 2.2 m. The water flows around a 90° bend of inner radius 5 m, as shown in Figure 4.1. Assuming that the flow through this bend approximates a free vortex, calculate the depth of water at its inner and outer radii. Ignore the bed slope and energy losses. 3m. 5m. Center
Chapter2: Loads On Structures
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![Question 4
The depth of uniform flow in a 3 m wide straight rectangular channel, for a discharge of 10 m³/s, is 2.2
m. The water flows around a 90° bend of inner radius 5 m, as shown in Figure 4.1. Assuming that the
flow through this bend approximates a free vortex, calculate the depth of water at its inner and outer
radii. Ignore the bed slope and energy losses.
3m,
5m.
Center
Figure 4.1 -Schematic of a Channel Bend- Plan](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcab917b3-fd22-4025-b1e3-d9d12f48dd8b%2Fbbef7cf6-e235-4f57-807d-874d49f4ad24%2Fsxa2xj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 4
The depth of uniform flow in a 3 m wide straight rectangular channel, for a discharge of 10 m³/s, is 2.2
m. The water flows around a 90° bend of inner radius 5 m, as shown in Figure 4.1. Assuming that the
flow through this bend approximates a free vortex, calculate the depth of water at its inner and outer
radii. Ignore the bed slope and energy losses.
3m,
5m.
Center
Figure 4.1 -Schematic of a Channel Bend- Plan
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