Crude oil (p= 870 kg/m³, µ = 8x10-³ kg/(m-s)) is to be pumped out of an oil tanker into a storagetank just onshore as shown below:2sharp edge inletK = 0.545° bendK = 0.2L₂== 200 mpumpL₁ = 100 mth= 50 mThe 6 inch nominal diameter schedule 40 pipes are made of rusted steel. The pump is capable ofgenerating a pressure head of 100 m.For any iterative solutions, a single iteration will be good enough, but indicate if and how youwould iterate to a converged solution.(a) Assuming the flow is turbulent, what is the maximum flowrate through this pipe?(b) Is the assumption of turbulent flow correct?(c) Can you ignore the minor losses?(d) The pump will need to be replaced soon. If the pipe is also replaced with new commercialsteel piping of the same size, how much smaller (in terms of power) can the new pump berelative to the old one to maintain the same maximum flow rate?

Given, Density (ρ) = 870 kg/m3 Viscosity, μ = 0.008 kg/ms L = 100 + 200 = 300 m D = 6 in or 0.15 m…

Answered: Crude oil (p = 870 kg/m³, μ = 8x10-³…

Crude oil (p = 870 kg/m³, μ = 8x10-³ kg/(m-s)) is to be pumped out of an oil tanker into a storage tank just onshore as shown below: 45° bend K = 0.2. A pump L₂ = 200 m th = 50 m

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: An aluminum bar having a cross- sectional area of 0.5 in2 carries the axial loads applied at the…

A: Given data:- The given cross-section area, 0.5 in2 The value of E is, 10×106 psi As per the given…

Q: The design shear resistance, Vpl.Rd of a fully restrained simply supported Universal Beam with yield…

A: Given, fy=345 n/mm2Vpl,Rd=1285 kNAw=5505 mm2Wpl,y=2979 cm3tw=12.6 mmto determine, Reduced design…

Q: A soil has a bulk density of 22 kN/m³ and water content of 10%. The dry density of soil is: a) 18.6…

Q: Percent Passing (by weight) You are provided the mechanical sieve/hydrometer and Atterberg Limit…

A: Given: Soil LL PL 1 68 19 2 39 31 3 NA NA To find: The soil classification with the…

Q: A steel rod of 20 mm diameter is used as a tie member in the roof bracing system and may be…

Q: Determine the forces in members BE and CE of the loaded truss. A 3m 45° 5 kN 3m B E BC = CD 3 kN 3m…

A: Given Data Find force in member BE and CE.

Q: 5.32 The four devices shown in Fig. P5.32 rest on frictionless wheels, are restricted to move in the…

Q: manhole with a 3-ft x 3-ft rectangular base (example shown) forms the junction between two storm…

Q: 16. In the following pipe system, water discharge in pipe 1 is given as Q₁=1.2 m³/s. The upstream…

A: Given Q1= 1.2 m3/s ZA= 100 m ZB= 80 m

Q: Use slope-deflection method. the final answer must have 4 decimal places Using any method, calculate…

A: A continuous beam fixed at A and roller supported at B, C, and D. Length of AB = 20ft Length of BC =…

Q: A tractor with rubber tires weighing 20 ton is towing a rubber tired chaser bin weighing 17 ton up a…

A: According to given data A tractor with rubber tires weighing 20 ton is towing a rubber tired…

Q: B1 a) b) c) The simply supported beam in Fig QB1a is made by gluing two pieces of wood of…

A: Given: To find: a) Support reactions, Bending moment diagram, and Shear force diagram b) Moment of…

Q: 1. Calculate the force in each member of the loaded cantilever truss by the method of joints.

A: Given : Using method of joints, firstly we will determine the support reaction and find the forces…

Q: Questions 1. What is surveying? State its objects and uses

A: Note- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: A rectangular channel is 3.0-in wide and carries a discharge of 3.30 m³/s at a depth of 0.9 m. A…

A: Given: Width of rectangular channel at upstreamB=3 in B=3×0.0254B=0.0762 m DischargeQ=3.3 m3s Depth…

Q: 1. Method of Joints: Find AB AC BD and BC (edited) 9 ft 9 ft A B -18 ft 18 ft- C 18 18 ft- D 6 kips…

A: Given: A simply supported symmetrically loaded truss with hinge support at A and roller support at…

Q: What are the different dimension styles used in AutoCAD?

A: This question is related to the Autocad from Civil Engineering. In this question ask about the…

Q: An excavation is to be made in purely cohesive soil deposit having c = 20 kN/m² and unit weight = 16…

A: Given: Cohesive soil deposit having, c=20 kNm2. Unit weight, γ=16 kNm3. For pure clay soil, angle of…

Q: When 1 cm on a map represents 10 mon the ground, the representative fraction of the scale is: (a)…

Q: confused on how you are applying muller breslau principle to solve this problem. Could you explain…

A: Given a statically determinate beam in which ILDs have to be drawn using Muller Breslau principle.…

Q: In figure 1, a 20kn cylinder is supported by a rod AB inclined at 20° with respect to the horizontal…

A: To find the Reactions in the force system

Q: In a border irrigation gadget, equation of infiltration price into the soil is 1 - 20t - 0.5 net…

Q: Classify the soil according to Unified soil classification. Explain each classification

A: Given Data: The sieve number and mass retained have been given in the problem. To Determine:…

Q: Determine the force in member CG of the truss if P₁ = 107 kN and P₂ = 187 kN. Input tension as…

Q: The unconfined compressive strength of cohesive soil strata is 40 kN/m² and diameter of pile if…

A: Cohesive soil- UCS=40 kN/m2. diameter D=0.56 m, Depth of fill H=1 m, It is needed to find the value…

Q: Determine the absolute maximum sheur & moment in the simply Supported bridge shown in fig, due to…

Q: Determine the forces in members BE and CE of the loaded truss. 5 kN

A: Given : Determine the forces in member BE and CE ?

Q: Did you mean influence for member JI when you wrote JK. If you did mean JK the member why use JK.

A: Given: A truss Required: To clarify regarding the typing of JI and JK

Q: A rolled I-section beam is supported on a 75 mm wide bearing plate as shown in the figure. Thickness…

A: Given Data Width of support (a) = 75 mm Thickness of flange (tf) = 20 mm Thickness of web (tw) =…

Q: A water treatment plant treats 6000 m³ of water per day. As a part of the treatment process,…

A: Given- A water treatment plant- Discharge Q=6000 m3/day, Discrete settling of the particles,…

Q: Find maximum normal stress in given beam section a-a.

A: Given : Concept : We have to find max. normal stress in section a-a. To Start with we have to first…

Q: Correctly Dimension the object using datum dimensioning

A: To show the datum referencing of the drawing

Q: determine the value of the internal moment of each joint using moment distribution method. EI is…

A: To find the internal moment of each joint using moment distribution method EI is constant…

Q: Determine the force on each member of the truss and state if the members are in tension or…

A: Given : P1 = 500 lb ; P2 = 100 lb ; a = 6 ft , b = 8 ft and c = 8 ft To Find : Determine the force…

Q: A fluid of dynamic viscosity 2 × 10-5 kg/ms and density 1 kg/m³ flows with an average velocity of 1…

A: Given data- Dynamic viscosity- μ=2×10-5 kg/ms, Density- ρ=1 kg/m3, Average velocity- Vavg=1 m/s,…

Q: Problem 1.1 The following data are given for a specimen of soil: M = 221 g, M, = 128 g, Gs=2.7, Sr=…

Q: 3. determine the slope and deflection at point C. consider El as constant and start x from A. AN 20…

A: Given: An over hanging beam with hinge support at B and roller support at D. To find: Slope and…

Q: slurry of sediment dredged from a reservoir consists of 14% solids by mass. The slurry also has a…

A: Slurry: A slurry is a mixture of suspended solids in water in the reservoir. The amount of slurry in…

Q: Compute the minimum length of vertical curve to provide 190 m stopping sight distance for a design…

Q: Compute the increase in vertical stress beneath the center of the foundation (i.e., relative to the…

A: Data given Find: Determine the increase in vertical stress (psf) at a depth of 0 ft beneath the…

Q: (b) The above soil was used to build an embankment that is to be compacted to a relative compactio…

A: An embankment is to be constructed on the soil. For that 3-sand cone, tests are performed at the…

Q: Determine the force on each member of the truss and state if the members are in tension or…

Q: A soil sample taken from a borrow pit has a natural void ratio of 1.15. The soil will be used for a…

A: According to given data A soil sample taken from a borrow pit has a natural void ratio of 1.15. The…

Q: Q4 Draw the influence lines for (a) the vertical reaction at B, (b) the shear just to the right of…

Q: 42. Select the least-weight W14 A992 column to carry a dead load of 200 kips and a live load of 600…

A: Given data in question Dead load 200 kips Live load 600 kips Effective length 20 ft To find out…

Q: For #1-4, assume there is a 3 m deep soil (in the slope-normal direction) with a density of 1600…

Q: Column Load at Grid B1 L1 L2 + L1 + L1 The floor construction in this structure comprises two way…

A: Given Data : ULS floor load=14.7 kN/m2 The Structure lengths L1=6.1 m L1=3.3 m

Q: A simply supported laterally/restrained beam carries the working loads shown select a considering a…

A: Given: Span of the beam = 6 m Uniformly distributed loads: Dead load = 8 kN/m Live load = 10 kN/m…

Q: Section 4.3 and 4.4 Control Volume and System Representations and the Reynolds Transport Theorem…

A: Given, V=20 m/s t=0.2 s To determine, flow rate in the duct.

Q: A 0.1m3 volume of water is observed to be 0.0982m3 after a pressure is applied. What is the applied…

A: Given: Initial volume of waterV1=0.1 m3 Volume of water after pressure is appliedV2=0.0982 m3…

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

Crude oil (p= 870 kg/m³, µ = 8x10-³ kg/(m-s)) is to be pumped out of an oil tanker into a storage
tank just onshore as shown below:
2
sharp edge inlet
K = 0.5
45° bend
K = 0.2
L₂=
= 200 m
pump
L₁ = 100 m
th= 50 m
The 6 inch nominal diameter schedule 40 pipes are made of rusted steel. The pump is capable of
generating a pressure head of 100 m.
For any iterative solutions, a single iteration will be good enough, but indicate if and how you
would iterate to a converged solution.
(a) Assuming the flow is turbulent, what is the maximum flowrate through this pipe?
(b) Is the assumption of turbulent flow correct?
(c) Can you ignore the minor losses?
(d) The pump will need to be replaced soon. If the pipe is also replaced with new commercial
steel piping of the same size, how much smaller (in terms of power) can the new pump be
relative to the old one to maintain the same maximum flow rate?

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

Step 2

Step 3

Step 4

Step 5

Step 6

Step by step

Solved in 6 steps

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

Methanol (SG = 0.8335, viscosity is equal to that of water) is being transported from a very large reservoir and is entering at a standard 1.25-in 540 pipe at an absolute pressure of 14.7 psia. The methanol is transported at a total of 1450 ft and passes through 15 standard ells, 5 gate valves (open), 6 tees (standard), and 4 tees (as ell, entering branch). The methanol is discharged 22 ft above the inlet at a gauge pressure of 8 psig. If the fluid flows at a rate of 30 gpm and the pump have an efficiency of 50%, calculate the actual power needed in kW.
A pump feeds 100,000 lbs/hr of mirbane oil @ a temp. of 68OF (sp.gr. = 1.21, µ=2.15 x 10-3 Pa-s) from a tank @ atmospheric pressure into a reactor where a gauge pressure of 0.1 atm. is maintained. The pipeline is made of steel pipes with a diameter of 89 x 4 mm (o.d. x thickness) having a insignificant corrosion. The equivalent length of the pipeline is 45 m. The pipeline is provided with an orifice (d.o. = 51.3 mm), 2 gate valves (before & after pump, and 4 pipe bends @ an angle of w/a bending radius of 160 mm. The liquid is lifted to a height of 49.32 ft. What is the Total friction losses (in meter) = Theoretical power (kW) = Elevation head =
gle.com/u/0/c/MZE4MZY1MDM1NJ15/a/MzQ5Nzg10TcyOTM0/details jpg. Z, = ? Yol = 8.82 kN/m3 Z = 2. = 130 m 60 m- 7 m 130 m If oil flows from the upper to lower reservoir at a velocity 1.58 m/s in the 15 cm diameter smooth pipe, what is the elevation of the oil surface in the upper reservoir? Activat Go to Set
Question 1: For the setup shown in the figure: H = 20 m f = 0.0012 f = 0.0012 D = 250 mm D = 80 mm L = 50 m L = 50 m f = 0.001 D₁ = 150 mm L = 100 m A. Calculate Q in the 150 mm-diameter pipe B. If the NPSHR of the pump is 3 m. Is it feasible to use the pump? You can use: Patm-101 kN/m², and Pvapor = 3.17 kN/m² H₂ = 10 m Pump Q f = 0.0012 D=80 mm L = 50 m Q₁ = 0.2
2. ROTARY PUMP Given: Discharge weight = 25.3 kg Current = 0.50 amp Duration = 1 minute Required: Pump Efficiency TDH Transm Eff = 90% = 26.3 ft Phase Motor Eff = three = 85%
What is the required pump power (Pa) for the system below? The source reservoir is on the right side of the figure The outflow is released as a water jet to the atmosphere (on the left) Discharge rate is 0.11 m3/s Pipe total length is 180 m Pipe diameter is 0.2 m Friction factor (f) is 0.01 Minor losses are negligibleCHOOSE ONE: 25 KiloWatt 169 KiloWatt 269 KiloWatt 112 KiloWatt
Water is to be moved from one large reservoir to another at a higher elevation as indicated in figure shown The loss of available energy associated with 2.5 ft^3/s being pumped from sections 1 to 2 is 120 times of the velocity head. Determine the amount of shaft power required. Section (2) Bn inside diarmeter pipe 3D I 500 Section (1) Pump Select the correct response 1.14 hp 1.28 hp 1.07 hp 1.56 hp
In the simple hydraulic circuit shown in Figure 1 below, why is the counterbalancing pressure valve required? Sol A Sol B Ci u s 1
Oil flows at a flow rate of 0.030 (m³/s) in two pipes Connected in Series upwards from point No.(1) to point wo. (2) as shown in figure (1). Diameter of pipe No. (1) is 200 (mm) and diameter of pipe No. (2) is 0:15 (m) for both pipes f=0.02 and h₂ = 0. Elevation of point No. (1) is 150 (m) lower than elevation of point No. (2) and 60 (m) lower than elevation of point No. (3). length of pipe No. (1) is 700 (m) and length of pipe No. (2) is 1 (km) point No.(2 is located at the outlet of pipe No. (2). Find value of pressure head of oil hz at point No. (3) and h, at point No. (1). from - Draw the H-G.L of flow in these two pipes point No-(1) to point No. (2). . d₁, Li Pipe No(1) (3. * f Reference line da Pipe No. (2) Zz #2
The distilled water exit the desalination unit through a pipe at a rate of Qmain andpressure Pmain, branches out into two pipes at right angles, each carrying half thetotal flow, as shown in the plan view below. The diameter of the main pipe is dmainand the diameter of the two smaller pipes is dbranch. If the space ABCA is filled witha filler material, calculate the total reaction force generated by the filler to resistthe forces acting on the bends of the branching pipes.
Oricul Q3: Three pipes (A, B and C) are interconnected as shown in figure (3). Determine the flow rate in each pipe. The pipes characteristics are given as follows: Pipe L (m) D (mm) f A 610 152 0.020 B 488 102 0.032 C 1220 203 0.024 Good Luck -re (2) Water qure (3) EL=7om A B EL-15m
00 F10 F11 Y F12 Scr Lk PrtS C H V DURING A TEST OF A FRANCIS WHEEL HYDRO ELECTRIC POWERPLANT, THE POWER OUTPUT IS 4 MW AND THE VELOCITY IS 7.5 H/S. THE INSIDE DIAMETER OF THE PENSTOCK IS 3 FT, LENGTH IS 350 FT AND THE ELEVATMON OF THE CENTERLINE OF THE TUR- BINE NO2ZLE IS D FEET ABOVE THE TAILRACE HEADWATER ELEVA- TION 1300 FT, FRICTION FACTOR=0.4, EXIT VELOCITY IN THE PRAFT TUBE 1.6 FT/S IF THE OVERALL EFFICIENCYIS 80%,DETERMINE: • THE TALWATER ELEVATION IN FEET. •THE PRESSURE AT THE BASE OF THE NOZZLE IN PSI. MODULE ASSIGNMENT %3D