The following twenty problems refer to a transition in a rectangular channel with a bottom elevation change At, or a change in width from b, to bz, or both. Flow is from section 1 to section 2. A plus Az is upward. Analyze each problem using a specifie energy diagram and determine the downstream depth. If the stated upstream flow is ection 7-3 not possible, calculate the adjusted upstream conditions as well. Problems 7-21 to 7- 30 are in U.S. customary units and Problems 7-31 to 7-40 are in SI upis, Az Problem (ft) (ft) (cfs) (ft) (ft) 0.3 10 7-21 200 5.5 10 -0.3 10 7-22 200 1.8 10 7-23 200 5.5 10 -0.3 10 7-24 200 1.8 10 0.3 10 300 6.0 12 0. 15 7-25 7-26 7-27 300 1.5 12 0. 15 250 6.0 12 10 7-28 250 4.0 12 0. 8. 7-29 200 2.0 10 0.3 12 7-30 250 4.8 -0.5 10
The following twenty problems refer to a transition in a rectangular channel with a bottom elevation change At, or a change in width from b, to bz, or both. Flow is from section 1 to section 2. A plus Az is upward. Analyze each problem using a specifie energy diagram and determine the downstream depth. If the stated upstream flow is ection 7-3 not possible, calculate the adjusted upstream conditions as well. Problems 7-21 to 7- 30 are in U.S. customary units and Problems 7-31 to 7-40 are in SI upis, Az Problem (ft) (ft) (cfs) (ft) (ft) 0.3 10 7-21 200 5.5 10 -0.3 10 7-22 200 1.8 10 7-23 200 5.5 10 -0.3 10 7-24 200 1.8 10 0.3 10 300 6.0 12 0. 15 7-25 7-26 7-27 300 1.5 12 0. 15 250 6.0 12 10 7-28 250 4.0 12 0. 8. 7-29 200 2.0 10 0.3 12 7-30 250 4.8 -0.5 10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 7-26
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