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Figure P8.11 Station (1) 3 be 3' 5' 5' 3' 3' 3' 2 0.55 d = 1' 0.85 ft/s 1.1 1.25 1.05 0.95 0.65 0.70 0.74 2.1' 3.2' •0.89 0.79 0 25 4.0'

Figure P8.11 Station (1) 3 be 3' 5' 5' 3' 3' 3' 2 0.55 d = 1' 0.85 ft/s 1.1 1.25 1.05 0.95 0.65 0.70 0.74 2.1' 3.2' •0.89 0.79 0 25 4.0'

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Figure P8.11 ba Station (1 3 4 (6) (7 8)(9 2' Y 3' Y 5' 5' 3' 3' Y 3' 2 0.55 d = 1' 0.85 ft/s 0.65 1.1 1.25 1.05 0.95 •0.70 •0.74 2.1' 3.2' 0.89 0.79 0.95 0.85 4.0 5.5' 5.3' 6.3' 7.2'
Transcribed Image Text:Figure P8.11 ba Station (1 3 4 (6) (7 8)(9 2' Y 3' Y 5' 5' 3' 3' Y 3' 2 0.55 d = 1' 0.85 ft/s 0.65 1.1 1.25 1.05 0.95 •0.70 •0.74 2.1' 3.2' 0.89 0.79 0.95 0.85 4.0 5.5' 5.3' 6.3' 7.2'
8.11 A river cross-section profile is shown in Fig. P8.11. The depths measured at various verti- cals are indicated together with the point measurements of velocity in each vertical at 0.2 and 0.8 depths or 0.6 depth. Compute the discharge at the cross section by the midsec- tion method.
Transcribed Image Text:8.11 A river cross-section profile is shown in Fig. P8.11. The depths measured at various verti- cals are indicated together with the point measurements of velocity in each vertical at 0.2 and 0.8 depths or 0.6 depth. Compute the discharge at the cross section by the midsec- tion method.
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