PROBLEM 2 The pressures at polnts 1 and 2 of the water plpe shown are 300 kPa and 100 kPa, respectively. If the velocity at section 1 is 20 m/s and water flows steadily, determine (a) flow rate (m/s) and the (b) diameter (cm) of the plpe at section 2. 50 m d, =0.1 m Elevation View

PROBLEM 2 The pressures at polnts 1 and 2 of the water plpe shown are 300 kPa and 100 kPa, respectively. If the velocity at section 1 is 20 m/s and water flows steadily, determine (a) flow rate (m/s) and the (b) diameter (cm) of the plpe at section 2. 50 m d, =0.1 m Elevation View

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: 542.A hydraulic jump was established in the river. The depth before the jump measured 3.38 cm and…

A: Given data in question Depths of flow Width of channel Discharge To find out Type of jump

Q: Water flows steadily through a smooth circular tube of 10 cm diameter at a flow rate of 2 kg/s. The…

Q: Flow Measurement Question 6 For a pitot tube, the stagnation pressure head is 6.8 m, the static…

A: Given- Stagnation pressure head hstag=6.8 m, Static pressure head hstatic=5 m, Cv=0.9, g=10 m/s2,…

Q: Please answer fast.

Q: Consider the water distribution network. Given the information below, find the flow rate between A…

A: Solution So, in first iteration: Assume flow through AB = Q1 = 0.03946 Q2=Q3=Q4 = 0.03946 For…

Q: Show all the necessary figures (if applicable) 1.5) Points A and B are separated by 915 m of new…

Q: Q5) Flow net in Fig.(1), pressure head h, at point A and B are (18.5,15.5) m respectively, find the…

A: Equipotential line: The equipotential line is the line joining points of equal total head. The…

Q: depth of water = 10 cm velocity of water = 6 meters/sec *The water flows in a rectangular-shaped…

A: Given rectangular channel Depth of water y1 = 0.1 m Velocity of water V1 = 6 m/sec Whether it is…

Q: A channel of width 450 mm branches into two sub-channels having width 300 mm and 200 mm as shown in…

Q: This cross-section shows steady incompressible flow in an open channel. Copy the figure, then add…

A: To find: Draw the EGL and HGL.

Q: Show step by step solu

A: Q=1.555D2Explanation:

Q: The elevations of water surfaces in reservoirs A and B are 300 ft and 250 ft, respectively, and…

A: g =9.81m/s2 = 32.185 ft/s2 Q1 = 50ft3/s

Q: 5. Consider the system given below. The diameter of the orifice at the bottom is 5 cm. Determine the…

A: do = 5 cm or 0.05 m Q1 = 10 L/s h = 50 cm or 0.5 m

Q: For a fully developed laminar flow of water (dynamic viscosity 0.001 Pa-s) through a pipe of radius…

A: Given data- dynamic viscosity μ=0.001 Pa-sRadius R=5 cmpressure gradient ∂P∂x=-10 Pa/mradial…

Q: ble 12.2: r turbulent flow in pipes (sr

A: solution of above problem is below:

Q: Question: Open channel test is performed and according to the following; (t=14.35 s)(1kg = 0.01m3)…

A: t=1 kg =y=B=To find- a) Flow calculationb) Energy from the flow ratec) Energy by point velocities

Q: Water at T = 25°C is drawn from an underground detention tank and discharged into a drain using a…

A: Temperature is,To determine:Part A): Available NPSHPart B): Required NPSH

Q: Given the set-up shown in the illustration, find the following: a. Equivalent coefficient of…

Q: For the water distribution system given below, the final corrections are applied and the flow…

A: Given data:-

Q: Problem 1 Consider the one-dimensional flow on a sloped impermeable bed. By reference to the sketch…

Q: There are three pipes and each has different friction or roughness factors below: Saint Pancras…

Q: ELEV. = 65m A ELEV. 32m L- 1500m 2 - 1400m D- 750mm Q= 1.2 m3/s D= 600mm ELEV. - ?? L= 1800m D=…

Q: A water pie gradually changes from 150mm ata point x to 450mm at point y. Point x is 5m below point…

Q: 01 For the apparatus shown in Fig.1. Determine: the pressure, elevation, and total head at points…

Q: In the experiment shown below, calculate the elevation head, he, pressure head, hp and total head,…

A: The total head of a fluid is the sum of its elevation head, kinetic head, and pressure head. The…

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

Q: 2-A water well is fully penetrates a confined aquifer, as shown in the figure, the external radius…

A: Given: A water well that penetrates a confined aquifer as shown below Length of screen = 25 m and…

Q: Water is siphoned from the tank as shown in the figure below. the length of the pipe is 12 m and has…

A: Diameter of Siphon d = 400mm length of siphon = 12m Roughness ratio = 0.001 a) Neglecting all the…

Q: Determine the discharge through a trapezoidal section with a bottom width of 20 ft and side slope of…

A: Manning's equation describes uniform flow in open channels and is a function of channel velocity,…

Q: (7) Water flows in a rectangular channel with base width B-5 m and depth D=1.5 m. It then flows…

A: Given data Initial and final depth 1.5 and 0.5 mWidths 5 m find out Discharge Force

Q: A horizontal pipe gradually reduces its diameter from 300 mm at point A to 100 mm at point B. The…

A: dia at A(DA)= 300mm=0.3marea at A(AA)=dia at A(DB)= 100mm=0.1marea at B(AB)=pressure at A(PA)= 100…

Q: Estimate the Hazen-Williams pipe roughness factor, C, for a 250-millimeter (mm) diameter water main.…

A: To determine the Hazen-Williams pipe roughness factor (C) for given flow parameters. Given,…

Q: Assume uniform flow through a half-full circular channel. a. hydraulic radius (m) b. Reynolds…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: Reservoir, 8,450 ft City A 8,250 ft 5,000 ft 24 in, 5,000 ft City B 8,200 ft 18 in. 36 in

Q: As figure shown, Q1 = 4 ft/s splits into two equal flow rates and p1 = 20 psig. Neglecting losses,…

Q: Given the set-up shown in the illustration, find the following: a. Equivalent coefficient of…

Q: Analyze the water surface profile in a rectangular channel of width b = 5k m with flow rate of 25k…

A: Discharge = 25k = 25×84 = 2100 m³/sWidth = 5k = 5×84 = 420 mn(manning's coefficient) = 0.01Slope for…

Q: An orifice meter that has an orifice cross-section of 0.00785 m² is placed in a tube of cross…

A: Given: Orifice cross section, A1 = 0.00785 m2 Tube cross section, A2 = 0.0314 m2 Upstream pressure,…

Q: Water flows downward in a pipe of 600 mm diameter at the rate of 2 m³/s. It then enters a conical…

A: Rate of flow Q=2m3/sdiameter of conical duct DA=600mm.Diameter of conical duct DB=300mm.Length of…

Q: Two Water flows from reservoir A to reservoir B through two pipes as shown below. Determine 1) the…

A: Given data: Assume α = 1.0 It is asked to determine : 1) the discharge in the pipe 2) the…

Q: The flow rate in a long rectangular channel (n = 0.014) is equal to the last three digits of your…

Q: Q2(b) Water (density,p = 1000 kg/m^3) is flowing in a straight new cast iron pipe of 100 mm diameter…

A: Reynold's no. is used to determine whether the flow is turbulent, transitional or laminar. Headloss…

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

PROBLEM 2
The pressures at polnts 1 and 2 of the water plpe shown are 300 kPa and 100 kPa, respectively. If the velocity at
section 1 is 20 m/s and water flows steadily, determine (a) flow rate (m/s) and the (b) diameter (cm) of the plpe at
section 2.
50 m
d, =0.1 m
Elevation View

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

VIEW

Step 2

VIEW

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

Determine the elevation difference, Ah, between the water levels in the two open tanks shown in the figure below. Assume SG = 0.89. 1m Ah = SG. Water 0.4 m ↑ V 3 Ah
I need the answer as soon as possible
Write step wise solution with all the formulas
(a) Using the Pipe flow graph (Appendix 2), obtain the discharge through the pipeline joining the two reservoirs as shown below. Pipe diameter (D) = 450 mm Pipe length (from A to B) L = 4600 m In addition, also calculate the pressure in the pipeline at Point C, which is 2600 m from reservoir A. A 7.25m C B ALI 3.55m
Determine the elevation difference, Ah, between the water levels in the two open tanks shown in the figure below. Assume SG = 0.92. Δη= m 1m SG. Water 0.4 m ↑ Ah
1. A pipe has a slope of 1 in 100 and its length is 300 meters. Its diameter is 0.6 meter at the lower end while 1.2 meters at the higher end. The rate of flow through pipe is 5400 liters/min. Find the pressure at the lower end if the pressure at higher end is 68.07 kPa. Neglect losses.
o T ☺ ť Water is flowing in a compound open channel as shown in Figure. Given the channel bed slope as 0.0016 and Manning's n = 0.03, nz = 0.025 and ns = 0.03. calculate the flow rate using equivalent Manning's n method. Determine the equivalent n: i. ii. Determine the flow rate. 0.8 m 1.8 m 1.4 m 1.2 0.6 m مرّ للأعلى لاستعراض الفلاتر إضافة شرح. .. mum <
Please give correct answer Subject is fluid mechanics
ing Example: Pressure gage B is to measure the pressure at point A in a water flow. If the pressure at B is 9 t'm2 , estimate the pressure at A. ywater - 10 KN/m', yHg = 133.7 KN/m, yoil- 9 KN/m³ plution oil Scm It cm
Q5) Flow net in Fig.(1), pressure head h, at point A and B are (18.5,15.5) m respectively, find the value of Hj and H2? 95 Lpataum
Subject : Fluid mechanics Give me all answers.. Urgent
A flow of water of 100 lt/sec flowing through rectangular tube of width 600 mm and having adjustable bottom slope with C = 56. Find the bottom slope required for uniform flow of depth 300 mm. Also, determine the convience of fume.