Compute the time required to empty the tank shown in Fig. 6.14 if the original depth is 2.68 m. The tank diameter is 3.00 m and the orifice diameter is 150 mm. My#DType here to searchdh9FIGURE 6.14 Flow from a tank with fallinghead. Also for Problems 6.95-6.106.CHAPTER SIX Flow of Flsecond (ft³/s). In a small amount of time dt, the volume ofEiThese two volumesSolving for the timeFrom Torricelli's thThen,Rewriting to separatdrThe time required fora depth h₂ can be foudr12 - 11We can reverse the tminus sign At the san

Answered: Image /qna-images/answer/2e69591a-05eb-4c81-b9c3-83d13cdb2781.jpg

Answered: Compute the time required to empty the…

Compute the time required to empty the tank shown in Fig. 6.14 if the original depth is 2.68 m. The tank diameter is 3.00 m and the orifice diameter is 150 mm.

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: QUESTION 2 A triangle inscribed in a semi-cirice with radius r shown below. Locate the centroid from…

A: Given : r=18 cm h= 12 cm b= 9 cm Locate the centroid and Moment of inertia about the horizontal…

Q: Q. 6. Draw the shear and moment diagram for each of the following system: C. 200 lb/ft 6 ft 2 kip/ft…

A: Note: As per bartleby guidelines, only 1st 3 subparts need to be solved. For rest of the subparts ,…

Q: 2. Determine the force in each member of the truss shown in Figure 2. Use method of Joints. State…

Q: Compute the volume V and total surface area A of the complete circular ring whose square cross…

Q: Acompound shaft drives several pulleys, as shown in the figure. Segments (1) and (2) of the compound…

Q: Given the tangent distance equal to 240.59 meters and the angle of intersection equal to 34, what is…

A: Given data in question Tangent length 240.59 m Intersection angle 34 To find out External distance

Q: How civil engineering will impact environmental engineering career?

A: Introduction- Civil engineering- A career in civil engineering entails designing and constructing…

Q: 4. Determine the force in members CE, CF, and DF shown in Figure 4. Use Method of Sections. State…

A: Given To Find The Force in CE, CF and DF

Q: Question 5 (a) The beam has the rectangular cross section shown in the Fig. Q5(a). i) Determine the…

Q: Question 2 Determine the if the beams or frame are stable or not? determinant or indeterminate? then…

Q: The 25-kg block A is released from rest. (Figure 1) Figure B A Part A Determine the velocity of the…

Q: QUESTION 6 For a horizontal curve with the following pargmeters what is the station of the PT? Give…

A: Horizontal Curve: The horizontal curve occurs at the intersection of two highways. The curve which…

Q: Based on your own opinion/perception, what should be the ROAD USERS CHARACTERISTICS namely, a)…

Q: Question 6 Calculate the radius of a turn out for a data given below:- G = 1.67 m, D = 13.3 cm & N =…

A: Given- Gauge length G = 1.67 m, D = 13.3 cm & N = 12 Angle of switch Φ = 108’ The radius of a…

Q: Please give the Group Symbol and Group Name of the given soil sample and provide proof or of the…

A: Answer Let us first plot the size distribution curve and find the coefficient of Uniformity and…

Q: 3) Determine deflection at point C and slope at point D using double integration method (El is…

A: Given: EI - constant To find: The deflection at point C. The slope at point D.

Q: A rigid uniform straight rod BC of 2 kN weight and 2 m length is held in horizontal position by two…

Q: Given the tangent distance equal to 99.88 meters and the angle of intersection equal to 53, what is…

Q: Assume F₁ = 40 kN, F₂ = 50 kN, F3 = 15 kN, F4 = 50 kN, and M = 130 kN.m. 6 m H F 8 m B C M D x F₂

Q: QUESTION 16 The instrument is sitting at D and backsighting E. The direction from D to E is 560…

Q: 8.5) A long trapezoidal channel is lined with dry rubble masonry, and has a bed slope of 1 in 7000.…

Q: Determine the coordinates of the centroid of the shaded area. 25 60 Answers: X = y 1 I y = 50 25 65…

Q: Q8) The beam is subjected to a uniform dead load of 1.2 kN/m and a single live load of 40 kN.…

A: Given Uniform dead load = 1.2 KN/m Concentrated live load = 40 KN Required: Maximum moment and…

Q: 1. Locate the centroid of the shaded area figure shown. Yo 1ft 3 ft 2 ft 9 ft 6 ft -Xo

Q: A stone is fully submerged in water. It weighs 450 N in air and 200 N in water. Calculate the volume…

Q: Q3 A spring in the form of a helix is made of steel wire 10 mm in diameter and a mean radius of 50…

Q: ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LNG…

A: Given, to determine the coordinates of the centroid of the plane region shown.

Q: Determine the density of metallic body which floats at the interface of mercury of sp.gr 13.6 and…

A: Given Data Specific gravity of mercury = 13.6 Volume of body submerged in mercury= 0.4 V Volume…

Q: A triangle inscribed in a semi-cirice with radius r shown below. Locate the centroid from point O.…

Q: What is Go? And where did that 0.29 come from?

A: This question is related to the Fluid Mechanics from Civil Engineering. This is combined problem…

Q: A Determine its smallest thickness b if its width is 56. Assume that it is fixed connected at its…

A: Given : Applied load = 600 lb L = 9.6 ft To Find : The smallest thickness b if its width is 5b.

Q: In a vertical curve, an upgrade of 2.0% is followed by a downgrade of 2.0%. The rate of change of…

A: Given data: Upgrade,N1=2% Downgrade,N2=-2% Rate of change of grade is 0.05% per 20 m chain.

Q: A vinyl [E = 2.65 GPa; v = 0.42] block with width b = 60 mm, depth d = 120 mm, and height h = 320 mm…

Q: 2. Construct the influence line diagram for the bar force in member HK of the truss shown. Determine…

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: Q1. Find the horizontal thrust of the water on each foot of width of the sluice gate, given y₁ = 7…

Q: 2. Using super position method determine the value of deflection at point C Ans. EI5C=0.0194in,…

Q: Given: g1 = - 2% == g2 = + 3% BVC Station = 16+50 BVC Elevation = 112.00' L = 400.00' What is the…

A: The answer is 18+10.

Q: An orifice is located in the side of a tank with its centre 10 cm above the base of the tank. The…

A: Given data, Coefficient of velocity (Cv) = 0.98 Water level above the centre of orifice = 1 m y =…

Q: A 2 m diameter barrel 180 cm long is submerged 5m below the water surface as shown in the figure. If…

A: Given: h=180cm=1.8m, m=1600kgs, d=2m r=1m

Q: 2. For the following cantilever: (a). Determine the force P in the prop for zero bending moment at…

Q: An I-beam having a cross section shown below, determine they from the x-axis shown. Calculate the…

Q: What is the equivalent static force (in kips) if pseudo-acceleration is 2.34g and the weight of the…

A: Given: Weight of vibrating structure= 75 Kips Pseudo acceleration= 2.34g Required: Equivalent…

Q: The

Q: 13. Refer to Figure 3.1 attached. In the flexible pavement design example illustrated in the figure,…

A: Given: Estimated total 18 kips equivalent single axle load application, W18 = 2,000,000 To find: The…

Q: A triangle inscribed in a semi-cirice with radius r shown below. Locate the centroid from point O.…

A: To find centroid moment of inertia with respect to x axis

Q: (1) 10" 4 BI -2" 8 5" 2" 5 12" A992 steel. &Mp= ?

Q: In order to determine the elevation of top Q of a signal on a hill, observations were made from two…

Q: cantilever retaining wall shown, if the F.O.S. (Overturning)= F.O.S. (Sliding), vidth B value of Ø…

Q: The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an…

Q: Given the tangent distance equal to 148.96 meters and the angle of intersection equal to 40, what is…

A: Given data in question Intersection angle 40 Tangent length 148.96 m To find out EXternal distance…

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

Compute the time required to empty the tank shown in Fig. 6.14 if the original depth is 2.68 m. The tank diameter is 3.00 m and the orifice diameter is 150 mm.

My
#
D
Type here to search
dh
9
FIGURE 6.14 Flow from a tank with falling
head. Also for Problems 6.95-6.106.
CHAPTER SIX Flow of Fl
second (ft³/s). In a small amount of time dt, the volume of
Ei
These two volumes
Solving for the time
From Torricelli's th
Then,
Rewriting to separat
dr
The time required for
a depth h₂ can be fou
dr
12 - 11
We can reverse the t
minus sign At the san

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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 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

A tank contains three liquids; kerosene (s= 0.80), crude oil (s=0.90) and sea water (s=1.05) with depths of 0.60 m, 0.40 m, 0.80 m respectively. An orifice 100 mm diameter is located at the bottom with a discharge of 29 L/s. Knowing that the diameter of tank is 1.2 meter. Determine the the time to remove both sea water and crude oil only. a. 34.5 sec b. 62.3 seconds c. 70.2 seconds d. 63.6 seconds e. 59.8 seconds.
Oil (SG=0.80) flows through aventuri meter as shown,a. Calculate the flowrate.b. Calculate thereading ‘‘h’’ shownby the differentialmanometer fittedto the pipelinewhich is filled with mercury of specificgravity 13.6.c. How will the flow rate change if the liquidflowing through the pipeline is replacedwith water.
An industrial plant needs 1, 383,739 gallon ofwater per day which must be pumped from a laketo a height of 273 ft. through 1, 779 ft. of 11in. pipe with friction factor f=0.048.Consadering losses in the pump due to valvesand appurtenances equal to 5 times thevelocity head and the entrance loss equal to0.7 the velocity head, find the horsepowerrequired to deliver water needed. Choices:a.63.1 b.70.24 c .153.4 d. 183.45 subject- civil engineering- hydraulics
An industrial plant needs 1, 383,739 gallon ofwater per day which must be pumped from a laketo a height of 273 ft. through 1, 779 ft. of 11in. pipe with friction factor f=0.048.Consadering losses in the pump due to valvesand appurtenances equal to 5 times thevelocity head and the entrance loss equal to0.7 the velocity head, find the horsepowerrequired to deliver water needed. Choices: a.63.1 b.70.24 c .153.4 d. 183.45 subject- civil engineering- hydraulics Hint answers: letter B . 70.24, please show your solution
A cylindrical tank, 1.5 m inside diameter has an orifice at its side 0.55m.above the bottom. If this tank is placed on a platform 3.0 m high and thetank filled with water, the jet coming from the orifice was noted to reacha point on the ground 6 m from the side of the tank. After a time, interval,the jet was noted to slow down and reach only 4 m from the same referencepoint. Compute the volume of the volute of water discharge from theorifice during the time interval between the two observations. Neglect airresistance and assume Cv for orifices to be 0.97.
46. Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as follows: a. Determine the water surface elevation, in meters, of reservoir B for the flow to be possible. Round off to two decimal places. b. Determine the flow in Line 3 in L/s. Round off to two decimal places. c. Determine the headloss, in meters, in Line 1. Round off to two decimal places.
Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 35462 L/Ts through a 61515 mTm diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. The nozzle which furnished the water to a certain hydraulic turbine 280 mm in diameter and has a coefficient of velocity and discharge of 0.98 and 0.95 respectively. The nozzle supplied from 60 cm in diameter pipe in which water approached the nozzle with a total head of 335 m. Compute for the power in kN/s delivered by the jet to the turbine
A pipe carries water at a flow rate of 90 L/s. Determine the minimum inside diameter sothat the average velocity of the fluid does not exceed: a. 3 m/s b. 2 m/s c. 1.4 m/s
Pls choose the correct answer which of the following mostly depends on headloss? a. pressure headb. elevation headc. velocity head in uniformly sized pipe, which of the following is constant? a. pressure headb. elevation headc. velocity head in compressible flow, which is mostly conserved among the following variables? a. densityb. volumec. mass
Questions #1 Water flows at the rate of 0.16 L/s through a 200 mm diameter pipe. If its Viscosity is 1.15x10^6 m^2/s what is the type of flow? A. Subcritical B. Turbulent C. Supercritical D. Laminar Questions #2 From the steel pipe network shawn in Figure, the supply of water is 350 lit/sec. Calculate the following: a) Rate of flow of water in pipe 2 in Lit/s ( A. 151.7 , B. 198.3 C. 167.2 , D. 175.1) b) Rate of flow of water in pipe 4 in Lit/s ( A. 151.7 , B. 198.3 C. 175.1 , D. 198.3)
2.Water (ρ = 1000kg / m3, μ = 10-3Pa.s) flows at a speed of 1.6m / s (Reynolds number Re = 0.8 105) in a pipe whose diameter is to be determined.
Fluid flows at the rate of 0.272 m/s in a 925 mm diameter pipeline 588 m. long. Specific gravity of fluid is 0.57. Neglecting minor losses and f= 0.012. Compute the head loss in m. A. 2.684 B. 0.594 C. 3.92 D. 0.064 A system of pipes consists of a 10 inches pipe 2,500 ft. long and an 8 inches pipe 3,600 ft. Long. If Q = 650 gpm and f = 0.013, find the equivaient diameter of the pipes when the pipes are in series. A. 0.811 ft B. 0.911 ft C. 0.711 ft D. 1.11 ft ft