Q2: A is 4500 m length-gas flow line, and B is 2000 m length-liquid flow line (0.1 m diameter) both are connected with left side of 2500 m in length C-pipeline (0.15 m). If the pressure at A-pipeline inlet = 2400 kPa, pressure at C-pipeline out let = 2000 kPa, liquid flow rate = 0.009 m³/s, Gas Oil Ratio = 40 m³/m², PL 680 kg/m³, p=0.922 kg/m³, gas flowing temperature-300 K, base temperature-288 K, base pressure 101.3 kPa, Z-0.9, gas gravity 9.4x10-3 Pa.s, calculate the 0.6, gas viscosity-0.015x10³ Pa.s, and liquid viscosity diameter of gas pipeline and inlet pressure of liquid pipeline? Assume all pipes are flat and horizontal. =

Q2: A is 4500 m length-gas flow line, and B is 2000 m length-liquid flow line (0.1 m diameter) both are connected with left side of 2500 m in length C-pipeline (0.15 m). If the pressure at A-pipeline inlet = 2400 kPa, pressure at C-pipeline out let = 2000 kPa, liquid flow rate = 0.009 m³/s, Gas Oil Ratio = 40 m³/m², PL 680 kg/m³, p=0.922 kg/m³, gas flowing temperature-300 K, base temperature-288 K, base pressure 101.3 kPa, Z-0.9, gas gravity 9.4x10-3 Pa.s, calculate the 0.6, gas viscosity-0.015x10³ Pa.s, and liquid viscosity diameter of gas pipeline and inlet pressure of liquid pipeline? Assume all pipes are flat and horizontal. =

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 booster pump is installed in the pipeline between the two reservoirs. If the energy head increased…

A: Booster pump is installed in the pipeline between the two reservoirs A and Bthe energy head…

Q: P1: Oil (S=0.88) is transported through the system as shown below. Find the pressure head difference…

A: P1. Given: Specific gravity of oil is 0.88. The power supplied by the pump to the system is 5 kW.…

Q: he water surface in reservoir A is 6m. higher than that in reservoir B. A 150-mm diameter pipe 270-m…

A: Bernoulli's equation: Bernoulli's equation is also known as Bernoulli's theorem. Bernoulli's theorem…

Q: A large reservoir contains air at a temperature of T = 10 °C and absolute pressure of p= 450 kPa.…

A: Absolute pressure(p)=450 kPa Temperature(T)=10oc Friction factor=0.03 Specific heat ratio(k)=1.40

Q: Reservoirs A and B with water levels at 72 m and 57 m respectively above datum are connected to a…

Q: The 150-mm pipeline shown below conducts water from the reservoir and discharges at a lower…

A: The diameter of the pipeline = 150 mm The diameter of the discharge = 50 mm The elevation of the…

Q: Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized aire in the tank. a.)…

A: Q = 50m3/hr =0.1388 m3/sec f = 0.014 Length of pipe = l = 20+80+40 = 140m

Q: 6. A water is supplied through the pipe network system as shown below. The reservoir water level…

Q: A horizontal Venturi flow meter consists of a converging-diverging conduit as indicated in the…

A: The volume flow rate Q of a fluid is defined as the flow rate of fluid through a given…

Q: Water (density = 1.94 slugs/ft³; kinematic viscosity = 0.000011 ft²/s), is pumped between two…

A: Solution: Apply the Bernoulli equation between points 1 and 2 located at the water surface elevation…

Q: 2. From the figure shown, pipe AB is 400m long, 200 mm in diameter and f= 0.003, pipe U is 300 m…

A: PipeLength (L) mDiameter (d) mFriction factor…

Q: Pipeline AB connects two reservoirs. The difference in elevation between the two reservoirs is 33…

A: Given data: Pipe 1: Diameter of pipe A D1 =30 in Length of pipe A L1 =5000 ft Pipe 2: Diameter of…

Q: 7.30 FLUS For this refinery pipe, DA = 20 cm. Dg = 14 cm, and L= 1 m. If crude oil (S = 0.90) is…

Q: flow rate of 10 m3/s. Initially, the surface of the tube is 2 m2 and the section decreases until it…

A: The below shows the diagram,

Q: Three pipes 1, 2 and 3 from three reservoirs A,B and C, respectively, meet at a junction whose…

A: Given:- Pipe 1 Pipe 2 Pipe 3 A-J…

Q: An incompressible fluid flows through a horizontal pipe which tapers from a diameter of 2 cm to a…

Q: Oil of specific gravity 0.81 flows in the pipe shown in Fig. P4.6.43. If viscous effects are…

A: Given diagram;

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Q2: A is 4500 m length-gas flow line, and B is 2000 m length-liquid flow line (0.1 m
diameter) both are connected with left side of 2500 m in length C-pipeline (0.15 m). If the
pressure at A-pipeline inlet = 2400 kPa, pressure at C-pipeline out let = 2000 kPa, liquid flow
rate = 0.009 m³/s, Gas Oil Ratio = 40 m³/m², PL 680 kg/m³, p=0.922 kg/m³, gas flowing
temperature-300 K, base temperature-288 K, base pressure 101.3 kPa, Z-0.9, gas gravity
9.4x10-3 Pa.s, calculate the
0.6, gas viscosity-0.015x10³ Pa.s, and liquid viscosity
diameter of gas pipeline and inlet pressure of liquid pipeline? Assume all pipes are flat and
horizontal.
=

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 Solution:-

VIEW

Step 2 Solution:-

VIEW

Step 3 Answer:-

VIEW

Step by step

Solved in 3 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

A single pipeline x joins pipelines 1,2, and 3 at junction A, and merges again at junction B to form a single pipeline y. Pipelines 1,2, and 3 are parallel to each other. The pressure heads at A and B are 70 m. and 46 m., respectively. Assuming C = 120 for all pipelines, and Pipe 1 length = 3000 m. and diameter = 300 mm, Pipe 2 length = 1300 m. and diameter = 200 mm, and Pipe 3 length = 2600 m. and diameter = 250 mm. Compute the rate of flow at pipeline 1. a. 0.06 m^3/s b. 0.07 m^3/s c. 5.8 m^3/s d. 8.7 m^3/s
a pipeline 50 cm diameter and 4500 m long connects two reservoirs (1 &2) whose constant difference of water level is 12 m, A branch pipe 1250 m long and taken from a point distant 1500 m from the upper reservoir(1) leads to another reservoir (3) whose water level is 15 m below reservoir (1) find the diameter of pipe (D3) so that the flow into both the reservoir is same if friction factor =0.0075 Select one: a. D3= 22.5 - 27.5 cm b. D3= 33.5 - 40.5 cm c. D3= 27.5 - 32.5 cm d. D3= 17,5- 22.5 cm
Problem 1: A pipeline 300 m long discharge freely at a point 50 m lower than the water surface at intake (Figure 1). The pipe intake projects into the reservoir. The first 200 m is of 350 mm diameter and the remaining 100 m is of 250 mm diameter. (a) Find the rate of discharge assuming f= 0.06. If the junction point C of the two sizes of pipe is 40 m below the intake water surface level, find the pressure head. L₁, D₁, f AZ1 C L2, D2, f T 122 -V₁
Situation 7: Water is pumped from reservoir A at elevation 750.0 ft to reservoir E at elevation 800 ft through a 12 inch pipeline. The pressure in the 12 inch pipe at point D, at elevation 650.0', is 80.0 psi. The lost heads are: A to pump suction B is 3.7 ft, pump discharge point C to D is 28.7 times its velocity head, and D to E is 43.2 times its velocity head. (2pts each) 26. Find discharge Q 27. Energy head output of the pump (HA) 28. horsepower supplied by pump BC. (g = 32.2 ft/s, yw = 62.4 lb/ft³ hp(english) = QE 550 EL 750 A 12" 80 psi EL 650' 12"+ D EL 800'
Due in 2 hrs Please show figure thanks! No figure no credit for us in school.
A cylindrical tank of water is 20 m in diameter and 3.5 m tall. There is a 1.0 cm diameter hole at the bottom from which water is leaking. A feeder pipe at the top of the tank, 4.0 m above the ground delivers water at a rate of 0.02 m/min. Ir the tank is initially half full, tal what is the water flow rate in m^3/sec from the top feeder pipe? (bi what is the pressure at the bottom of the tank? (Hint: Bernoul's principle) () what is the water speed at the bottom? (d) what is the leaking flow rate at the bottom? fe) at what rate is the volume of water changing? (Assume the tank is open to air at the top)
1. Pipelines 1, 2 and 3 are connected with parallel to each other with pipeline 1 having diameter of 450 mm, 600 m long, pipeline 2, having 400 mm , 800 m long and pipeline 3, 500 mm , 700 m long. The 3 pipes carries a combined discharge of 0.92 m³/s. Assuming f = 0.022 for all pipes compute the the discharge for each pipe. Q=0.92 Q₁ = 0.3228 m³/s, Q₂ = 0.2083 m³/s, Q3= 0.3889 m³/s 450 mm 600 m 400 mm 800 m 500 mm 700 m Q=0.92
Along a 50-m pipeline, there is a half-open globe valve (K = 10), four 90-degree smooth bends (K = 0.45), and six 45-degree elbows (K = 0.15). Ignoring the major head loss, what will be the pressure drop in this pipe if the flow velocity is 1 m/s? Fluid is water: Specific weight = 9810 N/m³. O 0 kPa O 6.35 kPa O 13.81 kPa O 21.67 kPa