Please help me out to solve 3a and 3b Exam Fuid Medhanics 04 02 22.pdf - Foxt ReadermeConmentViewFormProtectShareConnectHelpExtrasO Tel me what you want to do..O SnapShotO FR Pagea 181.97%-FindTO R WidthTIAFrom ScannerBlankA LinkAO Fle AttachmentBookmark Image Annotationapboard-9 Rotate LeftActualD'R VisbleReflowTypewriter HighlghtFromFileSizeA Rotate RightFrom CipboardPDFO Audio & VideoSignVewCommentCreateProtectLinksInsert3 Solved Exercises 22..Eam Simulation 202...software_architecture... lovepdf_merged (1)..1 Solved Exercses.PDFExam_Fuid_Mechanics.Problem 3. Two reservoirs are connected by a pipe whose diameter is D=0.15 m and geometry asreported in figure 2. The difference in water (kinematic viscosity v=10m's', density p=1000Kg/m³) elevation (AH) between the two reservoirs is 8 m.a) Qualitatively sketch the Hydraulic Grade Line and the Energy Grade Line of the flow withinthe pipe.b) Compute the flow rate within the pipe assuming the equivalent sand roughness to be ɛ=0.4mm.ΔΗ1m25m4mI(1/2O AiENG 11:30 AM2/4/2022ype here to search7°C SunnyWelcome to the Picasa Photo Viewer1:1Upload7°C Sunny A G00

Answered: Image /qna-images/answer/1a78b48d-7aad-44f7-9be4-154a4fbffff4.jpg

Problem 3. Two reservoirs are connected by a pipe whose diameter is D=0.15 m and geometry as reported in figure 2. The difference in water (kinematic viscosity v =10*m's', density p=1000 Kg/m) elevation (AH) between the two reservoirs is 8 m. a) Qualitatively sketch the Hydraulic Grade Line and the Energy Grade Line of the flow within the pipe. b) Compute the flow rate within the pipe assuming the equivalent sand roughness to be ɛ=0.4 mm.

Problem 3. Two reservoirs are connected by a pipe whose diameter is D=0.15 m and geometry as reported in figure 2. The difference in water (kinematic viscosity v =10*m's', density p=1000 Kg/m) elevation (AH) between the two reservoirs is 8 m. a) Qualitatively sketch the Hydraulic Grade Line and the Energy Grade Line of the flow within the pipe. b) Compute the flow rate within the pipe assuming the equivalent sand roughness to be ɛ=0.4 mm.

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Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Free Body Diagram

The system of forces acting on a body tends to either rotate it or make the body undergo motion. In general, when an external agent exerts a force on a body, the body undergoes translational motion and rotational motion. The body has six degrees of freedom under the influence of that force. Here, three degrees of freedom are from the translational motion while the other three are from the rotation motion. However, sometimes the bodies are not allowed to undergo any motion and are fixed, under such conditions the body is said to be constrained.

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Please help me out to solve 3a and 3b

Exam Fuid Medhanics 04 02 22.pdf - Foxt Reader
me
Conment
View
Form
Protect
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Help
Extras
O Tel me what you want to do..
O SnapShot
O FR Page
a 181.97%-
Find
T
O R Width
TI
AFrom Scanner
Blank
A Link
A
O Fle Attachment
Bookmark Image Annotation
apboard-
9 Rotate Left
Actual
D'R Visble
Reflow
Typewriter Highlght
From
File
Size
A Rotate Right
From Cipboard
PDF
O Audio & Video
Sign
Vew
Comment
Create
Protect
Links
Insert
3 Solved Exercises 22..
Eam Simulation 202...
software_architecture... lovepdf_merged (1)..
1 Solved Exercses.PDF
Exam_Fuid_Mechanics.
Problem 3. Two reservoirs are connected by a pipe whose diameter is D=0.15 m and geometry as
reported in figure 2. The difference in water (kinematic viscosity v=10m's', density p=1000
Kg/m³) elevation (AH) between the two reservoirs is 8 m.
a) Qualitatively sketch the Hydraulic Grade Line and the Energy Grade Line of the flow within
the pipe.
b) Compute the flow rate within the pipe assuming the equivalent sand roughness to be ɛ=0.4
mm.
ΔΗ
1m
25m
4m
I(1/2
O Ai
ENG 11:30 AM
2/4/2022
ype here to search
7°C Sunny
Welcome to the Picasa Photo Viewer
1:1
Upload
7°C Sunny A G00

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