Water flows in a 5 meter wide rectangular channel at a depth of 1.5 meter. The...

  

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Water flows in a 5 meter wide rectangular channel at a depth of 1.5 meter. The slope of the channel is So = 0.01 and has a manning coefficient n = 0.015. Based on this answer the following: 1. Is a hydraulic jump possible or not and why (show all calculations). 2. Calculate the alternate depth of the uniform depth in the channel 3. Calculate the conjugate depth of the uniform depth in the channel 4. What depth of water exist over a narrowed section of width equal to 4 meters? Water flows in a 5 meter wide rectangular channel at a depth of 1.5 meter. The slope of the channel is So = 0.01 and has a manning coefficient n = 0.015. Based on this answer the following: 1. Is a hydraulic jump possible or not and why (show all calculations). 2. Calculate the alternate depth of the uniform depth in the channel 3. Calculate the conjugate depth of the uniform depth in the channel 4. What depth of water exist over a narrowed section of width equal to 4 meters?

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To determine whether a hydraulic jump is possible we can calculate the Froude number Fr at the given flow conditions The Froude number is calculated a... View the full answer