I need the answer as soon as possible For Manning's Equation, the letterA/P represents the hydraulic radius.FalseTrue

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Answered: For Manning's Equation, the letter A/P…

Engineering

Civil Engineering

For Manning's Equation, the letter A/P represents the hydraulic radius. False True O O

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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Pls answer correctly, answer c, d, and e only pls. Dont round off initial values, round off in final ans only. you'll get a like <333
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2 A rectangular gate AB hinged at A has a width of 2.0 m perpendicular to the paper and has negligible weight. The water surface remains at the top of the gate. Determine the magnitude of the hydostatic force in kN. Write the your answer in three decimal places. Use unit weight of water = 9.80 kN/m^3. No need to write the unit. Water surface h = 3√3 m 600
THUMBS UP WILL BE GIVEN. WRITE THE COMPLETE SOLUTIONS. BOXTHE FINAL ANSWER. SOLVE IN 2 DECIMAL PLACES.
Choose the letter of the correct answer. Please answer honestly and do not just guess. In the Moody diagram, the Reynolds number axis is in a. Linear scale c. Trigonometric scale d. None of the above b. Logarithmic scale In the Moody chart, for a given Reynolds number of flow, as the relative roughness D/e Lis increased, the friction factor a. Increases b. Decreases c. Remains the same d. None of the above For a given relative roughness D/e, the friction factor f_ with increasing Reynolds J number until the zone of complete turbulence is reached. a. Increases b. Decreases c. Remains the same d. None of the above on the friction Within the zone of complete turbulence, the Reynolds number factor a. Increases b. Decreases c. Has no effect d. None of the above -These are losses associated with the sudden enlargement, pipe fittings, along the pipelines. a. Major loss b. Friction factor c. Minor losses d. None of the above It is the ratio of the cross sectional area to the wetted perimeter…
Answer the following questions completely. Minimize rounding of rounding of numbers to obtain a more precise answer
Two parallel plates kept 295mm a part have laminar flow of oil . The lower plate is stationary and the upper plate is moving with 4.75m/s . find: a- velocity distribution formula. b- The value and position of the maximum velocity. c- The discharge per meter width. d- The shear stress at the plates. e- The difference in pressure between two points 50m apart. f- The velocity gradient at the plates. g- The velocity at 130 mm. Assume viscosity of oil to be 24.5 poise.
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H.pdf > H.W: the velocity profile in pipe is v(r) = v(c)(1-) Where: v(c)=velocity at center of pipe =2 m/sec R= radius of pipe=1m r= distance from center to a point. If r.d=0.9 y =1.11x10-5 m²/sec Find shear stress at 0.2m from center and shear stress at 0.1m from wall.
1. A rectangular gate AB hinged at A has a width 2.0 m perpendicular to the paper, has a negligible weight. The water surface remains at the top of the gate. Determine the vertical component of the hinge force in kN to maintain equilibrium. Write your answer to the nearest three decimal places. Use unit weight of water 9.80 kN/m^3.
Pls answer all question you'll get a like <33. Dont round off initial values, round off in final ans only pls ty