O'OIS0.056Determinex 100 =In Figue Qs tanksA, B. & CareConnectedby pipelines L₁, L₂ and 13 of diameters andlengthsshown. Assume f=0.022i flow inqsPipes BDwater deration26.8%VEL=45mand CDIn tank CLA = 1500m D = 30 cm=0.08m³/sLB= 600mDB = 30cmLc= 1000mDe: 25cmCEL=36mB

Answered: Image /qna-images/answer/b03e5b25-b29d-4f62-be1f-db92e735ce21.jpg

In Figue Qs tanks by pipelines Lta and 13 of lengths qs Determine i flow in i] water elevation BD pipes VEL=45m shown. Assume f=0.022 A, B. & Care LA = 1500m and CD in tank C D= 30 cm .08 m³/s diameters and LB=600m DB = 30cm Connected Lc= 1000m De 250m EL=36m B +2 E₁-20 C

In Figue Qs tanks by pipelines Lta and 13 of lengths qs Determine i flow in i] water elevation BD pipes VEL=45m shown. Assume f=0.022 A, B. & Care LA = 1500m and CD in tank C D= 30 cm .08 m³/s diameters and LB=600m DB = 30cm Connected Lc= 1000m De 250m EL=36m B +2 E₁-20 C

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: hi P' h2 10 m h3 Q1 15 m Q2 Q3 1 2 3 f 0.02 0.02 0.254 0.02 D 0.406 0.203 5000m 3000m 3500m Q Q2…

A: The datum head is given and the head loss (h) in pipes are given

Q: V. 10-) % of bouy above the liquid surface %3D (-) X100 :: above thu liguid Volume above liguid = V-…

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

Q: : A horizontal pipe I ft in diameter, taperv gradually Maw Q to 8 in. in dio meter, If the fIow I…

Q: Calculate in SI units the average flow velocity v in 1 and 3

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

Q: Profile of a weir on permeable foundation is shown in figure I and an elementary profile of…

A: Given data- A weir on permeable foundation- Uplift pressure heads at Q, R & S-3.14 m, 2.75 m,…

Q: A B 3. Pipe no. Diameter (mm) Length (m) Friction factor Q (1/s) 1 75 120 0.018 15 l/s 2 100 150…

Q: Example For the branching system shown in Fig. 11.14, calculate the discharge each pipe. Take f =…

A: Determine the discharge in each pipe.

Q: Q.2. For the pipe network shown in the figure below, find the diameter of pipe (DC) if the head…

A: L = 500 m CHW = 100

Q: QL For water flow shown if Energy Line at Point(2) is (1 Sm), Find :- Pe Zometric head at Point 1 O…

A: Given Total energy head at point 2 = 1.5 m d1 = 300mm = 0.3 m d2 = 150 mm = 0.15 m To Determine…

Q: Q\ Determine the objective of the experiment then define the hydraulic bench?

A: Note: As per our policy for a multiple question only one question can be solved for other questions…

Q: For the system of pipes shown in the figure below, the direction of flow is from 1 to 2. Which of…

Q: For the pipe network shown below, estimate the diameter of pipe DE, knowing that the flow at A = 200…

A: Data given Find : Diameter of pipe ED

Q: L For the figure shown, determine the elevation at c. Use Darcy-Weisbach formula to compute for the…

Q: water flows from a reservoir (A) showe in throgh a pipe of diameter (di=120mm) and lengh (Lis 20 m /…

Q: In figure, if the velocity = 4 ft/s, K entrance= 0.5 Kelbow-0.2, K exit =1, ?---= minor losses…

A: Given, V = 4 ft/s Kentrance = 0.5 Kelbow =0.2 Kexit = 1

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: Below is a partial solution for a pipe network problem. Fill in the missing 10 information (? A to…

A: To determine- a,b,c,d,e,f,g,h,i and j.

Q: Assignment 4. Date =18/05/2022 Q7 For the branching system as shown in figure. Calculate the…

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: The two lines shown are the EGL and HGL of a pipeline. Which statement is true? A B D O There is a…

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

Q: (Flow through Single Pipes). Determine the flow in each pipe and the pressure at the junction node,…

A: g= 9.81m/s2 =32.19ft/s2

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

A: Given :- Water flows from reservoirs A and B to point C Water Viscosity = 1×10-6 m2/s ks = 1 mm…

Q: Gbit sec a. 16FSK b. 32PSK = 1 GHz, f2 = 2 GHz, Ep = 50 Joul, N₁ = Q2: Given Rbit = 64. ,f₁ = 10…

A: To findBW and Channel capacity for the system

Q: Problem II. Frictionless, incompressible, one dimensional flow of the water passes through the…

A: Given,

Q: el.90m pnal m 000 el.70m nooed o nim o om 00 e bser Is gel.40m Pipe Characteristics Length (m) 1300…

Q: Q. For the parallel pipe system shown, the flow discharge of water within the system is ........…

A: ###Computation of flow rate through each branch of the loop####

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

Q: A pump will draw water from a stream (S at elev. 1m) through pipe 1 and lifts it using parallel…

A: Given, Z1 = 1 m Z2 = 43 m Q = 40 L/s NOTE : As per guidelines, first 3 parts are solved. Request…

Q: The flow rate of water through the pipe system shown in the figure is 30 lit/s under the total head…

A: Step 1

Q: DATA, RESULTS, AND COMPUTATIONS Area of pipe = 301.7 mm² Erlargement pipe diameter = Contraction…

A: Given data:- Area of pipe, A = 301.7 mm2 Enlargement pipe diameter, D = 26.2 mm Contraction pipe…

Q: For the branching pipe system shown, determine the flow in each branch. The fluid in each reservoir…

A: Given:For branch-A:L1=5000 mD1=1.5 mz1=135 mFor branch-B:L2=800 mD2=50 cm=0.5 mz2=120 mFor…

Q: Cd-1:0 Derive the coa.ation. o Motirn in terms o height 21 meor empyting the Fank Pen tom 5m

A: Introduction- Motion: A object is considered to be in motion if its placement with relative to a…

Q: .... 2.5 ft/s dyx.... 10 ft/s Not to scale L A 3 feet long nozzle is attached to a pipe having a…

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: Glycerine (SG = 1.26) flows through a pipe AB 48" in diameter at 10 fps and then passes through a…

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####

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

O'OIS
0.056
Determine
x 100 =
In Figue Qs tanks
A, B. & Care
Connected
by pipelines L₁, L₂ and 13 of diameters and
lengths
shown. Assume f=0.022
i flow in
qs
Pipes BD
water deration
26.8%
VEL=45m
and CD
In tank C
LA = 1500m D = 30 cm
=0.08m³/s
LB= 600m
DB = 30cm
Lc= 1000m
De: 25cm
C
EL=36m
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

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 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

Given the properties of the pipelines, together with the elevation of water in the three-reservoirs, then determine the following: Compute the flow in Pipe 1, 2, and 3, and Q1, Q2, and Q3 [in m3/s].
Homework 4- A pumped water transmission line is shown in figure below. For all pipes diameter is 400mm f=0.02 Length of pipes AB, BC and BD are 1000m, 2000m and 2000m, respectively. Compute the flow rates in pipes AB, BC and BD. 1) the pump is not in operation and 2) the pump is in operation. Q (It/s) Нр (m) 100 200 300 400 500 50 48 45 41 36 30 210m 205m 200m 190m D Pump B А
Two pipes with C1 = 110, connected in series, discharge 3.65 ft3/s with a loss of head of 25 ft. Each pipe has a length of 1000 ft. If one pipe has a diameter of 16 inches, compute: diameter of the other pipe. Neglect minor losses.
Hello could you please provide the full workings out for this past paper question. Correct answers are circled
do not round off everything plsss
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=
Q6: What is the flow rate that flow through the main pipe that contain water? •D = 300 mm Ans: Q=0.5655 m/sec EL=23m D = 120 mm 100 mm Hg
Fluid mechanics ضهذعسو
H-w) E A water trough is 10m long and a cross section has the shape of Trazdat Tank as shown in the figure bebw. If the trough es beng filleod with mater at the rate of 02 m}min - How fast s the water leuet rising when the water is 7o cm deep? 80 Cm 10m So om 3ocm
Find the Q1, Q2 and Q3
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
Please fast answer