You are working as a trainee engineering in a company ABC, is the leading manufacturing company for different sizes of pipes, valves and nozzles for the projects up to 20MW. Your manager has asked you to determine the head losses accumulated by a fluid when flowing in a pipeline for various applications given in figure 1.la and Figure 1.1b. In figure 1.la the surfaces of the two reservoirs have a difference in the level of 20 m and figure 1.1b the discharge of the nozzle experiences a sudden contraction in the area. The area at section 1 is 0.004 m² and at section 2 is 0.002 m². The inlet gauge pressure o the nozzle is 1000 kPa and the velocity is 8 m/s where the outlet gage pressure of the nozzle is 1055 kPa.

You are working as a trainee engineering in a company ABC, is the leading manufacturing company for different sizes of pipes, valves and nozzles for the projects up to 20MW. Your manager has asked you to determine the head losses accumulated by a fluid when flowing in a pipeline for various applications given in figure 1.la and Figure 1.1b. In figure 1.la the surfaces of the two reservoirs have a difference in the level of 20 m and figure 1.1b the discharge of the nozzle experiences a sudden contraction in the area. The area at section 1 is 0.004 m² and at section 2 is 0.002 m². The inlet gauge pressure o the nozzle is 1000 kPa and the velocity is 8 m/s where the outlet gage pressure of the nozzle is 1055 kPa.

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: H.W : The losses per unit length pipe Ah/l in turbulent flow through small pipe depend upon…

Q: Vater (T = 20°C) flows at a rate of 0.05 m³/s in a 20-cm asphalted ast iron pipe. What is the head…

A: - Temperature of water at inlet (T1) = 200C- Flow rate = 0.05m3/S- Iron pipe diameter (D) = 0.2m-…

Q: The properties of three pipes connected in series are tabulated below. (a) What is the head loss…

Q: When an unknown fluid passes through a 10 m pipe (ID: 10 cm) at a discharge of 0.010 m³/s, the head…

A: L=10 mD=10 cm = 0.1 mQ=0.010 m³/sHL=1 mTo determine: kinematic viscosity of this unknown liquid

Q: A venture meter with diameter of 0.15 m at the throat is installed in an 0.45 m water main. A…

Q: figure below with negligible losses. Determine the flowrate.

Q: Define the loss coefficient K, used in the analysis of pipe systems. Give three distinct elements in…

A: Loss coefficient K : Loss coefficient K is a coefficient by which the velocity head available in…

Q: Neglect the weight of the drum in the following problem. A sealed cylindrical drum has a diameter of…

A: The volume, mass and density is corelated with one another, V=MD here, volume is V, mass is M and…

Q: A liquid flow through pipes 1 and 2 with the same flow velocity. If the ratio of their pipe…

Q: For the given figure shown below What is the velocity at the 300mm pipe?

A: Dia. of pipe = 300 mm = 0.3 m Flow rate (Q) = 0.056 m3/s

Q: Consider two discharges of BOD from chemical plants along a river separated by some distance d. a.…

Q: Q5 Show the difference between laminar and turbulent flow! There are seven figures below showing…

A: Laminar flow In this flow the fluid is assumed to be passing in layers through passage (here we…

Q: Consider an industrial hydraulic system. State its purpose and identify all of its components.

A: Industrial hydraulic systems include pumping systems whose purpose is to lift the fluid or liquid…

Q: Current Attempt in Progress Oil flows through the system shown in the figure below with negligible…

Q: if you are given the following data, which are demonstrated also in Figure below. H = 1 meter h =…

Q: A segment of building plumbing system consists of a 20-mm diameter cast-iron pipe tubing as shown in…

A: Given.

Q: 4. An oil with kinematic viscosity 0.004ft²/sec weighs 62 Ib/ft². Determine its flow rate and head…

A: Diameter of pipe=3 inch =3/12=0.25 ft

Q: Question:8 Using datum 1, determine the hydraulic conductivity (in cm/s) for the experiment shown in…

A: Given data : Length (L)=0.6 mHead difference (h)=0.1 mArea (A)=0.15 m2Time (t)=15 minFlow rate…

Q: The losses per unit length of pipe in turbulent flow through smooth pipe depend upon velocity V,…

A: step 1-

Q: A fluid was made to flow through 1.1km in a pipe with diameter of 0.24m. The rate of flow is 135 L/s…

Q: Time-drawdown data collected at a distance of 30 m from a well pumping at a rate of 1000 m³/day are…

A: As Given Question contains multi-parts, hence as per the rule, only first three parts will be…

Q: Show step by step solution

A: Fish Basin Jet Pump Design (Simplified)Goal: Design a jet system to circulate water in an 8ft wide,…

Q: Your company will build a water tank to service a building that is 100 ft away with 20 psi water…

A: Pressure required= 20 psi Head required for this pressure = 46.133 ft Distance of service building =…

Q: certain liquid flows in a 10 mm diameter smooth pipe that is 20 m long. The total head lost in the…

A: Given Reynolds number Re=1800 <2000 so laminar flow so friction factor…

Q: A pump draws water from a pit through a vertical 30 cm diameter pipe which extends below the water…

A: Given :

Q: Oil flows through the system shown in the figure below with negligible losses. Determine the…

Q: In a manufacturer's test, a valve resulted in an average head loss of 0.21 m when the flowrate was…

A: Average Head Loss (hL) = 0.21 mcontrolled flow rate (Q) = 0.2 m3/secThe Diameter of pipe (d) = 40…

Q: may be assumed to be as follows: A to B = 0.6; B to C = 9 29 29 ;D to E = 9. Find the flow rate and…

A: To find:- flow rate pressure at C

Q: Q3. according to the data of water depths in figure below that collected in the cans test find: - 1-…

A: By deducting the minimum water level from the highest water depth and dividing the result by the…

Q: A sharp-edged orifice having a diameter of 0.0285 m is installed in a 0.25-m pipe through which a…

Q: (20 pts) 6) Through the pipeline system in the figure calculate gauge and absulate presures at A and…

A: Along a line pressure remains same

Q: PROBLEM 01: Oil with a kinematic viscosity of 0.000241 m^2/s and density of 945 kg/m^3 flows through…

A: Given Oil with a kinematic viscosity of 0.000241 m^2/s Density = 945 kg/m3 Diameter, d = 5 cm = 0.05…

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

You are working as a trainee engineering in a company ABC, is the leading manufacturing company for different sizes of pipes,
valves and nozzles for the projects up to 20MW. Your manager has asked you to determine the head losses accumulated by a fluid
when flowing in a pipeline for various applications given in figure 1.la and Figure 1.1b.
In figure 1.la the surfaces of the two reservoirs have a difference in the level of 20 m and figure 1.1b the discharge of the nozzle
experiences a sudden contraction in the area. The area at section 1 is 0.004 m² and at section 2 is 0.002 m². The inlet gauge pressure of
the nozzle is 1000 kPa and the velocity is 8 m/s where the outlet gage pressure of the nozzle is 1055 kPa.
k = 0.5
A
V: A
k=1
50 mm bore, 50 m long
Cr = 0.007
Figure 1.1b
Figure 1.la
To have a complete understanding of this, determine parameters such as an area of
60mm bore pipe, mean velocity of the fluid and pressure at point 1 of a flowing
luid using Bernoulli's Equation for figure 1.2 when the flow rate is 2.8 dm³/s and
the loss of pressure due to friction is 100kPa.
50m
Note: The density of the water is 1000kg/m².
Figure 1.2

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Data

Step 2 : Part 1.1a

Step 3

Step 4

Step 5 : Part 1.1b

Step 6 : Part 1.2

Step 7

Trending now

This is a popular solution!

Step by step

Solved in 7 steps with 2 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

An oil of density 850 kg/m3 is pumped in a pipe of diameter 20 cm. The discharge is measured as 0.015 m/s. The drop in pressure in a length of 800 m of pipeline, both ends of which are at the same elevation is measured as 98 kPa. Assuming Re < 2000, calculate the value of absolute viscosity of the oil.
Two reservoirs are connected by two parallel pipes of equal length and of diameters 20 cm and 10 cm, as shown in the figure (not drawn to scale). When the difference in the water levels of the reservoirs is 5 m, the ratio of discharge in the larger diameter pipe to the discharge in the smaller diameter pipe is (Round off to two decimal places) (Consider only loss due to friction and neglect all other losses. Assume the friction factor to be the same for both the pipes) ! Reservoir 5 m 20 cm 10 cm ļ Reservoir
Two reservoirs are connected by two parallel pipes of equal length and of diameters 20 cm and 10 cm, as shown in the figure (not drawn to scale). When the difference in the water levels of the reservoirs is 5 m, the ratio of discharge in the larger diameter pipe to the discharge in the smaller diameter pipe is (Round off to two decimal places) (Consider only loss due to friction and neglect all other losses. Assume the friction factor to be the same for both the pipes) ! Reservoir 5 m 20 cm 10 cm ļ Reservoir
Question: A sewage treatment plant for a town with 120000 population and water average temperature of 20 °C should be designed. You are asked to design a coagulation/rapid mixer and a flocculation tank with horizontal shaft paddle. The jar tests suggest average G-value of 30 (m/s)/m, minimum water residence time of 1500 seconds and GT value from 55000 to 90000. The flocculation tank should include 3 compartments with similar compartments' geometry aspects separated using baffles partitions. The width of each flocculation tank should not exceed 7 meters due to some constraints highlighted by the project's mechanical engineers about the maximum length of each shaft. Determine: 1- The volume and dimension and power requirement of the cylindrical rapid mixer 2- The flocculation tank dimension 3- Required power for each flocculation mixer 4- The paddle wheel dimension 5- Rotational speed of each mixers (Check if the speeds are acceptable) 6- Baffle size and distribution 7- Write about any…
A company is trying to build a new plant in a location near to a stream. You been asked to find out the impact of the discharged wastewater from the proposed plant on that stream that has characteristics shown in the Table below. The expected plant effluent data is shown in the same Table. Considering K₁=0.23 d¹ and K₂= 0.4 d, what is the DO in the critical point Variable Flow rate (m³/s) Ultimate BOD (mg/L) Stream 0.50 Plant 0.15 19 30 7.84 3.00 (20 20 b) 3.62 mg/L c) 4.86 mg/L d) 5.61 mg/L Dissolved oxygen (mg/L) Temperature (°C) a) 2.53 mg/L
Water Gs=1 1. In a test to determine the discharge coefficient of a 70 by 35 mm Venturi meter, the total weight of water passing through the meter in 5 minutes was 3.5 kN. A mercury differential gage connected to the inlet and throat of the meter showed an average mercury difference during that time of 300 mm.. Determine the actual discharge if the same meter is used later on and a 250 mm difference is then observed. Mercury, Hg Gs = assume, 4 significant figures 2. The diameter of a 3 meter pipe decreases from 450 mm to 150 mm. If the velocity is to decrease uniformly in a linear manner, draw the diameter profile at each 500 mm length interval along the pipe. Discharge is 150 liters per second. Reservoir B 3. A pump draws water at 300 liters per second from reservoir A and lifts it to reservoir B as shown. The head loss from A to 1 is 20 times the velocity head in the 200 mm diameter and the head loss from 2 to B is 20 times the velocity head in the 150-mm diameter pipe. Assume your…
Assuming the data given in the following table, calculate turbulence effect in horizontal well for reservoir permeability K= 5 md. Pe 2500 psi μ Z m(p) (psia) (cp) Pwf 1500 psi 0 re 3000 ft 14.7 0.998 0.0127 1.70E+04 0.3 ft 400 0.960 0.0130 1.28E+07 h 100 ft 8,00 0.925 0.0135 5.13E+07 1,200 0.895 0.0143 1.14E+08 L 1500 ft T 150 F 10 % 1,600 0.873 0.0152 2.00E+08 2,000 0.860 0.0162 3.06E+08 2,250 0.856 0.0169 3.81E+08 2,500 0.857 0.0177 4.61E+08 2,750 0.860 0.0185 5.45E+08 3,000 0.867 0.0193 6.33E+08 0.02 CP 0.92 0.75 3,150 0.872 0.0197 6.87E+08 1 Ф H Z Yg Well Skin
Show step by step solution
Complete solution Civil engineering
mater 3
3
Correct answer else downvote.