An upward flow of oil (mass density 800 kg/m³, dynamic viscosity (0.8 kg/m-s) takes place under laminar conditions in an inclined pipe of 0.1m diameter as shown in the figure. The pressures at sections 1 and 2 are measured as p₁ = 435 kN/m² and p₂ = 200 kN/m².

An upward flow of oil (mass density 800 kg/m³, dynamic viscosity (0.8 kg/m-s) takes place under laminar conditions in an inclined pipe of 0.1m diameter as shown in the figure. The pressures at sections 1 and 2 are measured as p₁ = 435 kN/m² and p₂ = 200 kN/m².

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A layer of saturated clay 5 m thick is overlain by sand 4.0 m deep. The water table is 3 m below the…

A: As per our guidelines we only answer first part of question for the remaining answer please resubmit…

Q: The bottom of a river is 33 ft. below the water surface, Underneath the bottom of the river is a…

A: Given Depth of river = 33 ft Specific gravity of silt = 1.25 Pressure = 90 lb. per sq. in. To find…

Q: a block (unit weight = 19.5 kn/m3) 0.55m square and 479mm deep floats on a stratified liquid…

Q: An oil having viscosity 0.08 N-s/m2, specific weight 8829 N/m³, density 900 kg/m³ flows at the rate…

Q: B) in an oil - water system, the following fluid and sand data are available: h= 75 ft, hp-15 ft,…

A: The primary strategy depends on an insightful arrangement where Muskat's suspicion of uniform motion…

Q: Question attached

A: Solution: Capillary risehc=4σCosθγdhere,γw=9810 N/m3σ=Surface tension=0.075 N/md1=0.00075…

Q: ) a. Consider the upward flow of water through a layer of sand in a [Seepage] (** tank shown below.…

Q: By evaluating the figure given below and the information in the table, calculate the active force of…

A: Rankine's theory of lateral earth pressure is applicable to uniform cohesionless soil having smooth…

Q: The pore water pressure (kPa) at D due to capillary rise is y = 16.0 kN/m? Ysat = 16.5 kN/m3 0.5 m D…

Q: 7. The figure shows the layers of soil in the tube that is 10 cm by 10 cm in cross section. When the…

A: Given,Cross section=10cm ×10 cmHead difference,h=30cm To determine,a.Find the equivalent…

Q: Example 9.5 • Determine the hydraulic radius of the section shown in Fig. 9.9 if the inside…

A: The objective of the question is to calculate the hydraulic radius of a compound section which…

Q: Water flows at a rate of 0.1 m³/s through the horizontal pipe transition as shown below. Pressures…

A: Q = 0.1 m3/s D1 = 0.1 m D2 = 0.2 m P1 = 19620 PaP2 = 49050 Pa

Q: Water at a temperature of 25°C flows through a horizontal cast iron pipe (as shown in the following…

A: Q = 0.0314 m3/sL = 223 m = 997.1 kg/m3 v = 0.898 x 10-6 m2/s e = 0.00026 m

Q: Seepage is occurring through a porous media shown in the figure. The hydraulic conductivity values…

Q: 1. (30 pts) The soil profile shown below consists of 10 meters of sandy silt overlying gravel. The…

A: Step 1:Step 2: Step 3: Step 4:

Q: A layer of saturated clay 5 m thick is overlain by sand 4.0 m deep. The water table is 3 m below the…

A: from figure at G.L. 0-0 total stress =0 effective stress=0 at 3m total stress…

Q: -spherical pressure vessel has a 1.6 ft. inner radius and 0.14 in. wall thickness. If the working…

A: To find the pressure (P) -

Q: A soil is 12 cm long. A vertical tube was inserted at the center of the soil at mid- length. The…

A: Note :- As per our guidelines we are supposed to answer one question at a time. So please you are…

Q: The dam shown has a base of which 2 m. below the ground surface. The pressure distribution diagram…

A: Given data in question Head difference Potential lines Flow lines Permeability To find out…

Q: Water flowing along a horizontal pipe has a speed of 2.77 m/s and a pressure of 4.41 atm. Further…

A: Solution:- By assuming flow is laminar such that the Bernoulli equation can applied. Given initial…

Q: For the laminar flow of an oil having dynamic viscosity, μ = 2Pa in a 0.5 m diameter pipe, the…

A: Given data- Laminar flow- Dynamic viscosity of oil- μ= 2 Pa, Diameter of the pipe D=0.5 m, Parabolic…

Q: An oil having viscosity 0.08 N-s/m², specific weight 8829 N/m³, density 900 kg/m³ flows at the rate…

A: Given- viscosity μ=0.08 N-s/m2Specific weight γ=8829 N/m3density ρ=900 kg/m3discharge Q=5.4×10-3…

Q: What will be the diameter (in mm) of a water droplet, the pressure inside which is 0.05 N/cm²…

A: Given data- Pressure inside water droplet-P=0.05 N/cm2Surface tensionσ=0.075 N/mTo Find-Diameter of…

Q: Show step by step solution

A: When water flows downward, the shear stress on the boundary acts in the direction opposite to the…

Q: cylindrical tank 6.7 m in diameter is made from steel plates that are 12 mm thick. Find the maximum…

Q: Sand IDft 810 pef 菁 Sand 8sat= 120 pcf f= 35°

Q: A fluid with a kinematic viscosity equal to 2,951E-5 ft2/s moves within the section Shown. It is…

A: Given, Re = 27066 v = 2.915 x 10-5 ft2/s

Q: The dam shown has a base of which 2 m. below the ground surface. The pressure distribution diagram…

Q: For the loaded area shown in figure below: 1- Draw the distribution of total, effective, and pore…

Q: What will be the diameter (in mm) of a water droplet, the pressure inside which is 0.05 N/cm²…

Q: A long, straight, horizontal 1000 ft length of 2 ft diameter pipe carries a 60°F water flow of 30…

A: L = 1000 ftD = 2 ft Q = 30 cfse = 0.0033 ft

Q: 3. The upward flow of water through a layer of sand in the tank shown in figure has the following…

A: e = 0.50G = 2.67To find:1. Effective stress at point A.2. Effective stress at point B.3. Upward…

Q: cast-iron pipe was installed 50 years ago with a measured friction factor, f, of 0.02 and surface…

Q: What will be the diameter (in mm) of a water droplet, the pressure inside which is 0.05 N/cm²…

A: Given Data The pressure inside the water droplet = 0.05 N/cm2 The surface tension T = 0.075 N/m We…

Q: The pressure gage in the experimental setup shown below shows a pressure of 100 kPa. Determine the…

A: Given, γw=10 KN/m2 P=100 KPa

Q: An open rectangular tank 6 m long, 3 m wide and 2m deep contains water to a depth of 1 m. It is…

Q: Consider two wells separated a distance L from each other. Assume porous media with v=-(K/μ)Vp where…

A: Streamline Flow : The flow of the water is determined by streamflow. The flow of fluid in case of…

Q: An oil having viscosity 0.08 N-s/m², specific weight 8829 N/m³, density 900 kg/m³ flows at the rate…

Q: Answer fast please clarify all question.

A: Solution:To calculate the velocity of the pressure wave in the pipe and plot the variation of…

Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

An upward flow of oil (mass density 800 kg/m³, dynamic
viscosity (0.8 kg/m-s) takes place under laminar
conditions in an inclined pipe of 0.1m diameter as shown
in the figure. The pressures at sections 1 and 2 are
= 200 kN/m².
measured as p₁ = 435 kN/m² and P₂
2-
45°
5m
F5
The discharge in the pipe is equal to

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

PROBLEM 2 DETERMINE THE MAGNITUDE Air, p= 32 kPa AND LOCATION OF THE TOTAL Im oil, SG = 0.80 HYDROSTATIC FORCE IN THE J.5m Water Glycerin, G= (. 26 FIGURE SHOWN. 3m 2m 4m
-№ L2 Ly Fig. P. 3.5.19 sakeses
The bottom of a river is 8m below the water surface. Underneath the bottom of the river is a layer of sand having a specific weight of 18 kN/m3. If the recorded pressure at the tunnel located at the bottom of the sand layer is 305 kPa, how thick is the sand layer?
We have a land well where the geothermal gradient is 0.03 C/ m. The surface temperature is 68 Fahrenheit. The well is 4000 meters deep. 1) Calculate the formation temperature at a depth of 4000 meters. The answer must be in Celsius. The pore pressure of 4000 meters is 1.7 sg. We are unlucky and take in a kick / well kick. The volume of the gas bubble is 3 m ^ 3 when we take in the kick. We allow the kick to migrate all the way to the surface without closing the well. 2) What will the gas volume be at the surface?
A layer of saturated clay 5 m thick is overlain by sand 4.0 m deep. The water table is 3m below the top surface. The saturated unit weight of clay and sand are 18kN/m3 and 20KN/m3 respectively. Above the water table, the unit weight of sand is 17KN/m3. Calculate the effective pressure on a horizontal plane at a depth of 9 m below the ground surface. What will be the increase in the effective pressure at 9m if the soil gets saturated by capillary, up to height of 1m above the water table? Yw = 9.81KN/m3.
A steel pipe of 1.5 m diameter conveys 1.5 m/s of water under a head of 250 m. A valve at the downstream end is expected to close suddenly. The pressure reading shown by gauge is (Rigid pipe has bulk modulus 2.1 kN/mm2 and pwater = 1025 kg/m)
Express your answer in 4 decimal places
Q11: Find the depth a in the Tank shown in Figure 10, if the pressure at point D is PD = 30 (KN/m2). The values of b= 0.4 (m), c = 0.4 (m) and d= 0.5 (m). Air Air W.LA surface of oil W.L Yw BW.L Oil Goil=0.9 YW Figure 10
The observed pressure drop for 40 °F water flowing at 16 ft/min in a 4.5-in-diameter pipe is 9.68 x 10 psi/ft. Determine the relative roughness (e/D)of the pipe. (e/D) =
If the specific weight of a sludge can be expressed as y = 10200 + 105h, determine the pressure in N/m? at a depth of 4.5 m below the surface. y is in N/m?, and h in m below surface