I need the answer as soon as possible For an approach channel, if v=1.2 m/sec and hourly flow is 8000 m^3, thedimensions of the channel (b&d) if b=2d are:O (2x1) mO none of theseO (3x1.5) mO (1x0.5) m

Givenv=1.3msQ=8000m3hr=80003600m3secWe knowV×Area=QA=80003600m3sec1.3msA=1.85185m2

Answered: For an approach channel, if v=1.2 m/sec…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Compute the discharge rate through the gate shown below for y₁ 1 equal to 2.0 m and y, equal to 0.65 m. The gate is 1.0 m wide. Neglect headloss through the gate. AHE W Y₁ ₂ 15 ZAL37/1 WWW
Determine the discharge at pipeline 3 in lit/sec assuming f=0.02 for all pipes. 700 m 450mm diam. 0.86m3/s Pipe 2 800 m 400mm diam. Pipe 3 700 m 500mm diam. O 373 733 О 133 О 311
Problem 7 - 64 Determine the flow in each pipe in the figure shown and the elevation of reservoir Cif the inflow to reservoir A is 515 Lit/sec. L El. ? C El. 90 m El. 90 m D 300m - 450 mm t= 0.03 El. 80 m 600m - 600 mm t-0.025 300m - 450 mm f0.03 900m- 450 mm 600m - 450 mm Fx 0.03
7.Reynolds found laminar flow occurs when Re<1000 and turbulent occurs when Re<4000 O true O False
A pipe network consists of pipeline 1 from A to B, then at B it is connected to pipelines 2 and 3, where it merges again at Joint C to form a single pipeline 4 up to point D. Pipeline 1, 2 and 4 are in series connection whereas pipeline 2 and 3 are parallel to each other. If the rate of flow from A to B is 100 lit/ sec and assuming f = 0.015 for all pipes. Pipelines 1 2 3 4 Length 3,300 m 2,000 m 2,200 m 1,800 m Diameter 250 mm 400 mm 200 mm 350 mm 26. Determine the flow in pipe 2. a. 36.87 L/s b. 85.58 L/s c. 14.42 L/s d. 63.13 L/s 27. Determine the flow in pipe 3. a. 36.87 L/s b. 85.58 L/s c. 14.42 L/s d. 63.13 L/s 28. Determine the head lost from A to D. a. 47.89m c. 45.08m b. 46.64m d. 48.72m ×
Question In regime channel the discharge is 16 m³/s if depth of flow is 1 m then according to Lacey's theory width of the trapezoidal channel for side slope 1H:1V is
The diagram shows the cross-section of a creek, with the depths of the creek shown in meters, at 4-meter intervals. The creek is 12 meters in width. 4 m 4 m 4 m a where: a3D 4.4m b D 2.6m 0.8m/s 1hr a.) Use the trapezoidal rule to find an approximate value for the area of the cross section. Ans: m2
Hydraulic grade line for any flow system a compared to energy line is, a: Above b: Below c: At the same level d: May be below or above
Q5:In a rectangular channel, the flow has a free overflow. The velocity measurement at the end section where the flow was curvilinear is indicated in figure. Estimate the discharge per unit width of the channel. adt ststuplo woft launsido-nego ne 1975-200 15°b szeng pisatzoabyd 10 cm 10 cm 10 cm 10 cm S vela 12° .8° 4° 0.85 m/s 0.90 m/s 1.00 m/s 1.20 m/s vel
Consider a channel of irregular and varying x-section, but with the low point of the section remaining at the same level along the channel. There is no resistance to the flow. Prove that: dy/dx(1-Fr^2-Fr^2*y/B db/dx Where Fr is Froude Number, , and b is the average width of the section.
For a two dimensional flow field, the stream function Y is given as Y ²²2 (2²-2² - x²). The magnitude of discharge occurring between the stream lines passing through points (0, 3) and (3, 4) is:
The velocity distribution for the flow between two parallel plates 0.3 m apart is parabolic and the maximum velocity at the centre is 0.5 m/s. The rate of flow per unit length is: (1-\ 00

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

For an approach channel, if v=1.2 m/sec and hourly flow is 8000 m^3, the dimensions of the channel (b&d) if b=2d are: