QUESTION 2) Pump gives 20 m of head to the flow (H, = 20 m). Neglect all kinds of minor %3D losses. All the pipes have the same friction factor which is f = 0.015. Note that Pipe 1 is from reservoir I to the point J. a) Find the discharges in each pipe b) Draw energy and hydraulic grade lines

QUESTION 2) Pump gives 20 m of head to the flow (H, = 20 m). Neglect all kinds of minor %3D losses. All the pipes have the same friction factor which is f = 0.015. Note that Pipe 1 is from reservoir I to the point J. a) Find the discharges in each pipe b) Draw energy and hydraulic grade lines

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.3P

See similar textbooks

Related questions

Q: Water is flowing in trapezoidal channel with 2V:3H at a discharge of Q=3.5m^3/s. If the channel top…

A: Solution:

Q: Q3: A. Derive the relation between the head losses and flow (hL=kQ) which is assumed in the hardy…

Q: The rate of flow in reservoir C is 150li/sec. Elevation of of reservoir A is 10, that of B is 132m…

Q: Q/Consider steady, incompressible and flow through a reducer in a horizontal pipe where the diameter…

A: d1=20cm d2=10cm P1=150kPa P2=50kPa

Q: QI/ Water flows from the reservoir on the left to the reservoir on the right at a rate of 0.45 mls.…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: maintained at the summit, where the pipe is 90 m above 3.0 J/N between the reservoir and the summit.…

A: Given:-

Q: Compute the velocity of the flow for a very smooth pipe if the hydraulic radius is 10ft, and slope…

A: we have hazen williams equation:V=1.318CR0.63S0.54so,C=coefficient ; for smooth pipe…

Q: B/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume…

A: Given data

Q: 2. Determine the absolute pressure of the water in the pipe at B if the tank is filled with crude…

A: Patm =101kPa H=0.6+0.4+0.5 H=1.5m

Q: A A 2 B The three-reservoir system is shown below: 3 |C The elevation of Reservoir at A is 140m and…

Q: PB = 2.3 PA 2 bars 30° 2m

A: Pressure at A, PA=2 bars =200KPaPressure at B, PB=2.3 bars =230KPa.Diameter of pipe at A,…

Q: (B) Water at 20°C (p=998 kg/m³) flows through an inclined 8-cm-diameter pipe. At sections A and B,…

Q: Question: The rainwater discharge system in the figure with a width of b=1 m perpendicular to the…

A: Solution

Q: 2. Determine the absolute pressure of the water in the pipe at B if the tank is filled with crude…

Q: If the water surface elevation in reservoir B is 110m, what must be the water surface elevation in…

Q: The pressure at a point inside a horizontal domestic pipe is 30 psi. It has a diameter of 4-in. and…

A: The problem can be graphically expressed as follows: The pressure inside a point inside the pipe is…

Q: Ex:- For the Barrage shown in the figure below , use Khosla's theory:- a- Check the safety against…

Q: Qhaving the flow net shown for H= 7 m, compute: a. the seepage quantity under the dam b. the…

Q: m 2. Find the maximum amount of w n be pumped from the well in an aqu /day and S = 8 x 10-³ in order…

A: Jfjgpjg gigg jihohohohoghihohohoh Hobobohoh

Q: A 13-cm diameter pipe of length 100 m with z = 60 m and f = 0.02. What is the flow rate? D=13cm,…

Q: If the water surface elevation in reservoir B is 110 m, what must be the water surface elevation in…

A: Given data: Elevation of reservoir B=110 m Flow=Q=0.03 m3/s f=0.021 D1=20 cm D2=15 cm It is asked…

Q: b. Two pipes are connected parallel to each other between two reservoirs with length L₁=2400m, :…

Q: Ex:- For the Barrage shown in the figure below , use Khosla's theory:- a- Check the safety against…

A: For sheet pipe of DS end b=45 m, d3=17-9=8…

Q: 1: Water (assumed inviscid and incompressible) flows steadily in the vertical variable-area pipe…

Q: PROBLEM I A horizontal water pipeline 50-cm diameter carries a discharge of 0.5 m/s at a pressure of…

Q: Question 2. la0 mm diameter siphon draws water from the reservoir. Considering that the elevation…

A: Discharge is the main quantity in any field used to transfer fluids from one place to another. It…

Q: B/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume…

Q: PROBLEM 02: Water is flowing at a rate of 7 ft^3/s, and it is assumed that the head loss from the…

A: Using Bernoullis theorem calculate the pump head. Then using definition of power the required value…

Q: 2. The 150mm pipeline shown condu lower elevation through a nozzle wh surface in the reservoir (1)…

Q: Your assigned problem: If the water surface elevation in reservoir B is 110m, what must be the water…

A: From the given question it is required to calculate the surface water elevation in reservoir A.

Q: Water (assumed inviscid and incompressible) flows steadily in the vertical variable-area pipe shown…

A: Given:- pressure = 50kPa To find:- flowrate

Q: Oil flows through the constant-diameter pipe, as shown in fig.(1) such that at A the pressure is 50…

Q: 2. Points A and B are 5km apart along a new 60 cm cast iron pipe carrying water. A is 9 m higher…

Q: Water resources engineering Please refer to the attached image. The new cat iron pipe carrying a…

A: Given data: Flow in pipe is 0.3 ft3/s. Elevation at reservoir surface is 1300 ft. Elevation at point…

Q: A 2 B 1 The three-reservoir system is shown below: 3 |C The elevation of Reservoir at A is 140m and…

Q: Subject hydraulics: Consider FIGURE R1M—3. Determine the discharge and the pressure head at A and B…

Q: A pipe 300m long has a slope of 1:100 and converts from a 1-m diameter at its upper end, where the…

A: The values given in the question are as follows: Length of pipe(l)=3000 m Slope ⇒1:1000 Diameter of…

Q: 5 Two reservoirs are connected by a pipeline, The diameter of the pipe is (0.5 m and the difference…

Q: how long would it take to fill the swimming pool

A: discharge end is higher than the intake end

Q: Plz, solve the two parts of this question. Hydraulics. Reg.No: 5395 Question. a). A…

Q: Water at 300C flow in a Venturi meter with the velocity 3 m/s. The tube diameter at station 1 is D1…

A: velocity at station 1V1=3 m/stube diameter of station 2D2=30 cmpressure at station 1P1=30 Kpa…

Q: 4- Design a concrete (n=0.012) trapezoidal channel carrying a discharge of 5 m/s with a longitudinal…

A: Given:- Q=5 m2/s n=0.012 S=0.0015 For most efficient trapezaidal…

Q: %3D losses er m below that in reservoir A. Takingf%3 0.01 for all the pipes and neglecting all ses…

A: Given:- The diameter of pipe 1 = d1 = 120 mm The length of the pipe 1 to the junction D = l1 = 120 m…

Q: Water flows in a new 20cm diameter, 300m long ductile iron pipe between reservoirs A and B, as shown…

A: Hydraulic gradient line: If the pressure heads are plotted as vertical coordinates on the centerline…

Q: Water is pumped at steady uniform flow rate of 0.01 m³/s through a horizontal smooth circular pipe…

Q: Question 2: A pipeline carries a pumped flow of 0.05 m/s. The line contains three 90 degree bends…

A: Given, Flow rate (Q) = 0.05 m3/s Length (L) = 300 m

Q: A reservoir A, the free water surface of which is at an elevation of 275 m, supplies water to…

Q: /In the pipe systems show, find the distribution of flow, with a friction factor of .0165. Assume…

A: Ehteysdb dkxhdgskskd doxydbdkdod dlsisysvsks spsusyebsldod dljdyejdpdi slsgebsos sldyebspsowb…

Q: a. What is the velocity of flow on the discharge side of the pump? b. Assuming f = 0.025, compute…

A: applying continuity equation between 1 and 2 area is same so velocity also remains same

Q: .Water is flowing in a trapezoidal channel with 2V:3H at a discharge of Q-3.5m/s. If the channel top…

A: Using basic definitions

Concept explainers

Pressure and Stress

Question

Please solve as soon as possible

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 by step

Solved in 4 steps with 1 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

If the water surface elevation in reservoir B is 110m, whatmust be the water surface elevation in reservoir A if a flow of 0.03m^3/s is tooccur in the cast iron pipe? Use Hazen Williams's C=100 for all pipes.
pls answer asap for my hydraulics course. A 30 cm diameter pipe is connected by a reducer to a 10 cm diameter pipe. Points 1 (on the 30 cm diam.) and 2 (on the 10 cm diam.) are along the same elevation. The pressure at 1 is 250 kPa. The flow is 30 liters per second and the energy lost between 1 and 2 is equivalent to 20 kPa. Compute the pressure at 2 if the liquid flowing has a specific gravity of 1.50.
A main pipe distributing water has a diameter of 158 mm and is distributed into three outlets. Thefirst outlet has a velocity rate of 10m/s and a diameter of 50mm. The second outlet has a velocity rate of11m/s and a diameter of 75mm. The third outlet has a flow rate of 0.265619 m^3/s moving at avelocity of 15m/s. if the pressure head in the larger diameter part is 28 ft. a) determine thepressure head at the smaller diameter. b) what is the velocity head of the larger pipe? c) what is the velocityhead of the smaller pipe? d) What is the total head in the system?
The irrigation pump is used to supply water to the pond at B at a rate of 0.09 m3/s. If the pipe is 150 mm in diameter, determine the required power of the pump. Assume the frictional head loss per meter length of pipe is 0.1 m/m. Draw the energy and hydraulic grade lines for this system. Please plot the energy and hydraulic lines for this problem. Show complete and detailed solution
Determine the minimum distance a pump should be located below the water surface elevation (Zs) in order to avoid cavitation. The total friction head loss (hLf) is 0.04 meters, and the sum of all minor losses is 0.2 meters. The atmospheric pressure is 101 kPa and the water vapor pressure at 20º C is 2.3388 kPa. The pump required net positive suction head (NPSHR) is 12 meters.
1. The figure shows a looping water pipe system. Pressure at A = 85 m and E = 55m. Assume f = 0.053 all pipes. a. Compute the discharge at pipe 1b. Compute the discharge at pipe 2c. Compute the discharge at point B
5.10 The water is supplied at the rate of 3 m3 per minute from a height of 4 m to a hydraulic ram, which raises 0.3 m3/minute to a height of 30 m from the ram. The length and diameter of the delivery pipe is 100 m and 70 mm respectively. Determine the D' Aubuisson's efficiency of the hydraulic ram if the co-efficiency of friction f = .009.
A 1.20 m-diameter(internal)horizontal steel penstock conveys water at the rate of3.6 m3/s. The thickness of the pipe wall is 25 mm. Thebulk modulus of elasticity of water is 2.2 GPa. The pipehas length of 1000 m and the friction factor is 0.020. Thewater surface elevation in the reservoir is 60 m. If theflow is stopped completely by closing the valve in 2sec, determine the following:(a) the maximum water hammer pressure that candevelop.(b) the maximum pressure at the valve.(c) the elongation of the pipe in mm (△=ForcexL/AE) foran almost instantaneous closure.
Given the properties and elevations of the three reservoirs, if friction factor f, is 0.01 for all pipes,determine the followinga. Energy head at junctionb. Head loss of pipe-1c. Discharge of pipe-3
Water is flowing in trapezoidal channel with 2V:3H at a discharge of Q=3.5m^3/s. If the channel top width isn’t 10m and the area isn’t 14m^2, determine a. Specific energy b. Froude number c. Hydraulic depth
An overhead water tank is to supply water from 15th floor thru a booster pump. Thewater surface for the overhead tank is maintained at Elevation 47m and the lowestpoint of supply is at elevation 0m. The head of the booster pump is 46ft and the flowcapacity is 65gpm. Determine the pressure of water at ground floor from the givendata and if the material specification of the riser pipe used for distribution is PN 20does the pressure rating of the pipe can withstand the highest pressure available inthe system?
Include a free body diagram. A pump draws water from a sump through a vertical 6′′ pipe. The pump has a horizontal discharge pipe 4′′ in diameter that is 10.6 ft above the water level in the sump. While pumping 1.25 cfs, gages near the pump at entrance and discharge read —4.6 psi and +25.6 psi, respectively. The discharge gage is 3.0 ft above the suction gage. Compute the horsepower output of the pump and the head lost in the 6′′ suction pipe.