Answered: dul Jabbar 22: Water flow from B to A,…

dul Jabbar 22: Water flow from B to A, if real power of pump =175kw, with efficiency 85%. (neglect minor losses) Find: Discharge at each pipe. Pipe No. L (km) 0.5 0.55 1 2 D (cm) 15 20 f 0.018 0.02

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: 0 st 2024 Home Dashboard My courses 1 d out of elearn.just.edu.jo ? O Water flow through this pipe…

Q: Water is pumped from the large tank shown in the figure below. The head loss is known to be equal to…

A: Given data:- The given value of the head loss, hL=3V22g hp=18-5Q2 The given area is, A=0.09 ft2 The…

Q: For all problems take v=10“ m²/s and p=1000 kg/m². Compute volumetric flow rates in each pipe for…

A: Let us assume the head h at the junction from the datum:

Q: Y water is transpor ted at 75°F (v- 10$ for 1500ft .in (l.s)in - dianeter wrought iron horizontal…

A: Given: T = 75 F, D = 1.5 in, Q = 0.1 m3/sec, We need to determine the pressure drop over 1500 ft…

Q: Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes.…

A: Q=300L/s To find Q2

Q: A 2 1⁄2 - in. fire hose discharges water through a nozzle having a jet diameter of 0.97 in. the lost…

Q: 3 5-63. A 25-ft-long garden hose with ain. inside diameter, is used to drain a swimming pool, as…

Q: Ex.5 A water treatment plant is designed to process (100 *10°m/day). The flocculator is (30m long…

A: Flocculator size=30m x 15m x 5m, Treatment plant design capacity=100x103 m3/day, Horizontal shaft…

Q: QI: Three pipes having lengths 1000 m, 800 m, 1200 m and dia. 250 mm, 200mm and 300 mm, Hazen-…

A: Given d1 = 250 mm d2 = 200 mm d3 = 300 mm L1 = 1000 m L2 = 800 m L3 = 1200 m C1 = 120 C2 = 100 C3 =…

Q: SITUATION 2 (For this situation, there are no choices but you can input your answers in google forms…

A: Given, Q = 1.26 m3/s np = 80% P = 1073 kW

Q: Fluid Laboratory Experiments Reynolds number It is required to calculate the type of flow

Q: 7.60. Water is to be pumped from a lake to a ranger station on the side of a of pipe immersed in the…

A: The given data is: Flow rate, Q=95 gal/min =365.75 in3/sec The pipe internal…

Q: Q/ A pump draw water from a tank and deliver it to another with the surface 8 m above that of the…

Q: Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes.…

A: From given figure of pipe system it is very clear that ; Pipe AB is the starting pipe and Pipe DE is…

Q: 5.118 Water is pumped from the tank shown. The head loss is known to 1.2 V²/(2g) where V is the…

A: HL = 1.2V22g Pump curve equation, Hp = 20 - 2000Q2

Q: Performance data for a small commercial pump are as follows: Q. gal/min Н, й 0 | 10 | 20 30 40 50 60…

A: Given:

Q: A 1 B 5 E . 4 Pipe 1 Length | Diameter 600 mm 600 m 0.025 600 m 460 mm 0.020 3 900 m 300 mm 0.020 4…

Q: Find the flow rates in each line. (Neglect all minor losses.) hA=k A D = 0.20 m f = 0.020 B AB 20k…

Q: 7- a) b) c) d) For the transmission line shown below, what is the power of the pump with efficiency…

A: Efficiency, η=70% Flow rate, Q=200 lit./s The density of water, ρ=9806 N/m3 The slope of the…

Q: 2/ Put a Circle around the correct Answer: 1/ Dimensions of discharge coefficient Cd are: (a)…

Q: Determine the flowrate Q for this system.

A: ###Determination of Flow Rate and ##Calculation of EGL and HGL###

Q: QUESTION 1 2,=? @ Sharp Edged Entrance K-0.5 Stahdard elbow, threaded D-30 mm 2,-4m System boundary…

A: Solution: Given Data: d=50 mm Volumetric flow rate (Q) =0.006 m3/s KL value for standard elbow…

Q: Water is flowing at the rate of 300 lit/sec from A to E as shown in the figure. Compute the flow in…

A: Given, Water flow rate =300 lit/sec f=0.025 LAB=300 m LBC=600 m LCD=600 m…

Q: H.W. 1: A pump is placed to rise water to 290 feet. The specifications of the suction and discharge…

A: Pipe system is important in fluid mechanics for its discharge of flow and to maintain a proper…

Q: For the hydraulic structure shown below check the thickness of the floor at points (A) and (B) by…

A: Considering the given values in the figure, H = 112.2 - 108.5=3.7 m Length of pile 1 =…

Q: Waters enter a pump through a 25 cm. dia. Pipe at 35Kpa. It leaves the pump at 140 kPa through a 15…

Q: A 10 ft by 15 ft rectangular cistern (storage tank for rainwater) has its top 30 ft below ground…

A: Given, Tank dimensions = 10 ft x 15 ft x 30 ft Unit weight (γ) = 62.4 pcf

Q: The roughness for all pipes is 0.02. Pipe Diameter Length (cm) (m) AJ 15 350 200 BJ 10 CJ 250 500 A…

Q: Determine the following al head loss in pipe 2- Select) bị head loss in pipe s. Select) d total head…

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

Q: 1) Determine the flow in Ips on the orifice between the 2 tanks shown below AIR 25kPa AIR 10kPa OIL…

Q: Q2 Water flows from reservoirs A and B to point C (discharge to atmosphere) through pipes 1 and 2 as…

Q: For Slow nate 28 Lis Find EL. 60M pump Power 4ち0 El. 30M

Q: If water is pumped from reservoir 1 to reservoir 2 through a 20 cm pipe with a length L1=70 m, and…

A: The expression for velocity in pipe is given as V=QA Substitute the value in above expression V=0.15…

Q: a detailed estirntion Per 2000 m le ngt h for the vongete drain 6i4:5) Phol Brtion having the…

Q: Consider the section of water distribution piping shown below. Ignoring minor losses, find the total…

Q: 630 cm^3/s Water at 320 k is PumPed in a 40 mm (id) through a length of 150m in horizontal direction…

A: Q = 630 cm3/sD = 40 mm L = 150 m H = 10 m = 0.00065 Pa-s

Q: 5. A- Q 3 ft THE LEVEL SY PHON REGULATES THE A OF WATER IN TANK DETERM) NE Q 士N Cfs FOR THE 3 エNCH…

A: Discharge: The volume of fluid that is passing through a section within a certain time is known as…

Q: ha = 180 - 6.10 × 104 Q², with h, in feet when Q is in gpm, is to be used with the system shown in…

Q: Q4: The pump is adding 7500W fluid power to the flow (toward J) in fig.(2). Find the flow in each…

Q: Question 2 Oil (SG = 0.85) is flowing in a 10cm diameter pipe. The elevation of the pipe is 5m above…

A: Given:- Discharge in pipe = 30 l/s = 0.03 m3/s Diameter of pipe = 30 cm = 0.3 m Elevation above…

Q: Determine the discharge, HGL, and EGL. Water 20°C 4-cm-dia. wrought iron pipe 20 m Screwed elbows 40…

Q: For the water distribution network shown below what is the head (in m) at A if the head at the…

A: ###Determination of Head At joint A of pipe network####

Q: water is flowing through a 35cm diameter welded steel pipe (f=0.014) of length 2300m that drains a…

Q: View Policies Current Attempt in Progress Water is pumped from the large tank shown in the figure…

Q: Q.10 Figure shows a lawn 40 cm sprinkiei witn unequal arms. The jets issuing out of the sprinkler…

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

DT. Asmaa Abdul Jabbar
Q2: Water flow from B to A, if real power of pump
=175kw, with efficiency 85%. (neglect minor losses)
Find: Discharge at each pipe.
Pipe No.
L (km)
D (cm)
f
0.018
1
0.5
15
2
0.55
20
0.02
EL.25m
A
P
1
2
EL.100m
B

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

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

(67) The water tank shown is filled by pumping water from the well where the water level is located 9 feet below the elevation of the pump. The head added by the pump at a flow rate of 200 gpm is 27 feet. The efficiency of the pump is 85%. The pump power (hp) is most nearly: A. 1.0 В. 1.5 C. 2.0 Tank D. 2.5 15 ft. Pump 9 ft. Well
Design Characteristics Binch Sch 40 Steel pips hug ht Twenty feet) 90⁰ 40 7 a pump and for the 20 Standard elbow the various pump IZA Specity System shown below Hinch sch 40 steel pipes. ✓ B 1² iioft "PB = Hopsig =1759pm Length of Suction line = 25ft Length of discharge line = бодн Determine the NPSHR ? Show Calwlations Flowrate=
Fluid mechanics ضهذعسو
(CLO1/ELO1, 2 min) [2] (3] Find the value of a (m3/s) in pipe 2. If the pump characteristic curve is known Hp = 90 – 1002 ; The elevations of A, B and C are 20m, 40m and 45m, respectively; Pipe L(m) D(m) f K 125 0.35 0.03 2 150 0.2 0.02 3. 500 0.2 0.03 1 4 600 0.2 0.02 400 0.25 0.02 2 Select one: a. 0.15 b. 0.30 c. 0. 34 d. 0.25 e. 0.20
fl a f P₂/ Water system show in the figure below L = 160 m, d = 100 mm Given: hp = 10 Bar djet= 50 mm Find: Q, h at point 2 Draw H.G.L and find V of flow out of the Jet. WIL. ¥5 Water Pump 0 hp 1 L=160m d=100 mm √30 f = 0.02 Open Jet 2160m T Reference line لمود
Installed is a venturi meter on a pipe 30 cm diameter in which the maximum flow is 2.7 cum of water in one minute. The throat is 15 cm in diameter. Compute the theoretical discharge that would be passing through the meter when the differetial manometer is as shown. Calculate also the discharge coefficient, C.
300 mmg 100 mmø H2O, 2) 500mm A 100mm diameter venturi meter is installed in a 300mm diameter horizontal main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 500mm, determine the discharge in the system assuming no head loss.
- Dekrmine the total head loss hf. from Å to o in the systen shomwn in the figure iF the discharge is 1. G0 mls. Assume f=0:02 for all pipes 450 mm o, GO0 m 9oomm ở , 90 m 구5Dmmd,40m D GUD mm,720m
i li. In. NI O 1:01 واجب الترسیب. . . . > QI:- Design a settling tank for a flow of 0.2 MGD if the overflow rate is not to exceed 600 gpd/n, Calculate dimensions the tank is circular with a depth of 12 ft. Calculate dimensions if the tank is rectangular with a depth of 10 fi and a length to width ratio of 4 to 1 Q2:- The settling velocity of alum floc is approximately 0.0014 fl/s in water at 10° C. Calculate the equivalent overflow rate in gpd/ft2. What is the minimum detention time in hours to settle out alum floc in an ideal basin with a depth of 10 ft? Q3:- Two rectangular clarifiers, cach 30 ft long, 15 ft wide, settle 0.40 MGD following alum coagulation. The effluent channels have a total weir length of 60 ft. Calculate the detention time, horizontal velocity, rate of flow over the outlet weir. Do these values meet the GLUMRB Standards for water works? Q4:- Calculate the diameter and depth of a circular sedimentation basin for a design flow of 3800 m3/d based on an overflow rate…
200mmø 690mm 300 mm 400 mmø 金Ho0 Z Hg (13.6) A 200mm diameter venturi meter is installed in a 400mm diameter vertical main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 300mm and the vertical distance between point 1 and point 2 is 690mm, determine the discharge in the system assuming a head loss of 600mm.
Area of pipe 301.7 mm² Erlargement pipe diameter = Contraction pipe diameter Fitting Manometer Manometer H₁ H₂ Mitre 20cm 19cm Elbow 15cm 13cm Short Bend 16cm 15cm Enlargement 16cm 14cm Contraction 20cm 17cm Gate Valve Gauge Reading = 80Pa 26.2 mm 19.48 mm Head Loss H₁ - H₂ Vol Time V S 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 Flow Rate m³/s Velocity v²/2g K m/s
Determine the shaft horsepower for an 80% efficient pump to discharge 30L/s through the system. The system losses, exclusive of pump losses, are 12V2/2g and H = 16m. Ans: 8.75hp H 150mm dia