3. A pipe carring oil of specific gravity 0.877 changes in size from 150 mm at section 1 and 450mm at section 2. Section 1 is 3.6 m below section 2 and pressures are 90 kPa and 60 kParespectively. If the discharge is 150 lit/s determine the head lost and the direction of flow.

Apply Bernoullis theorem between 1 and 2…

Answered: A pipe carrying oil of specific gravity…

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

A Pipe carrying oil of specific gravity 0.92 changes in size from 250 mm at section 1 and 550 mm at section 2. Section 1 is 4.2 m below section 3 and the pressures are 90 kPa and 60 kPa respectively. If the discharge is 150 lit/sec, determine the head lost and the direction of flow. provide complete solution asap.
An oil (S = 0.85, v = 1.8x105 m²/s) flows through 0.1m diameter pipe at 2m³/sec, 150m long. Find the head loss in the flow if the used pipe is cast iron type (e = 0.26mm).
Q2: A flocculation tank with a discharge of 50,000 m³/day and alum dosage is 50 mg/1, Gt=4*104 at a temperature of 15 °C. This tank contains three paddles, each paddle has two boards with a dimension of 5m length, rotational speed is 2.5 rpm, and velocity gradient is 30 s¹. The distance between the center of the board and the shaft is 1.25m find: 1)Design this tank if the depth equal one-third of width, assuming depth according to design criteria of flocculation tank 2)Power required Width of the paddles?
In a uniform diameter smooth pipe measuring 30 cm, a pressure of 60 kPa was measured at section 1, located at an elevation of 13.00 m. At section 2, which is at an elevation of 15.00 m, the pressure was 30 kPa and the velocity was 1.5 m/s. The fluid flowing through the pipe is water. The head loss between these two sections is m.
For the pipe enlargement shown, the pressure at sections (1) and (2) are 56.3 and 58.2 psi, respectively. Determine (Gasoline density=1.32 slug/ft³) a. The Velocities at section 1 and section 2. b. The flow rate (Q) of the gasoline in the pipe. 2.05 in. (1) Gasoline 3.71 in.
The pipe is 25mm with friction factor of 0.022. The second tank is vented. H1=1.4m H2=4.5m H3=1.0m X1=14.9m X2=2.7m Calculate the pressure(kPa) above the gasoline in the first tank that will result in a flowrate of 400 liters/min.
First three only
SAE 10W30 oil flows from one tank to another when the gate valve is fully opened as shown in the following figure. The pipe is made of commercial steel and has a diameter of 20 mm. Calculate the total losses (in m) through the pipes. Include minor losses due to the flush entrance (K₁ = 0.5), fully opened gate valve (K₁ = 0.5), and two 90° elbows (K₁ = 0.9). Take po=920 kg/m³ and v = 0.1(103) m2/s and Q = 0.0007 m³/s. Note: The answer should be in decimal values with two decimal places 5 m A 2 m 6 m 1 m B
Oil is being transported at a rate of 20gal/min through a 2-in schedule 40 steel pipe (ID = 2.067in). The oil has a viscosity of 20cP and a specific gravity of 0.85. The line is slanted, and the static pressure at one point in the line is 45 psig. Calculate the static pressure (in psig) at a location in the line 200 feet further along flow direction and 50 feet lower in elevation.
i need the answer quickly
natt10
PROBLEM 2 The pipe bend shown is in a horizontal plane. Oil with a specific gravity of 0.86 enters the reducing bend at section A with a velocity of 3.2 m/s and a pressure of 150 kPa. Neglecting head loss, determine (a) The velocity at section B, V (m/s) (b) The pressure at section B, ps (kPa) (с) Fмх (N) (d) FMY (N) (е) Fpx (N) (f) Fpy (N) (g) The x-component of the reaction by the bend, FRx (N) and (h) The y-component of the reaction by the bend FRY (N). de = 100 mm B- da = 150 mm 30°

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

A pipe carrying oil of specific gravity 0.877 changes in size from 150 mm at section 1 and 450 mm at section 2. Section 1 is 3.6 m below section 2 and pressures are 90 kPa and 60 kPa respectively. If the discharge is 150 lit/s determine the head lost and the direction of flow.