Consider the pipe network shown below. The friction factor = 0.02. By using Hardy Crossmethod, detemine the flow rate in BE pipe for AS0.03.2.5 m/sL= 1500 m D= 0.8 mB L=1500 m; D= 0.6 m0.5 m'/sL=1500 m, D 0.7 m1 m/sDL= 1500 m, D 0.7 m1m'/sD-0.7 mtu 00z1 -1L-1200 m:D-0,7 mu 007I -1

Compute the head loss coefficient in each pipe(K): K=8fL2gπ2D5 Compute the head loss in each…

Consider the pipe network shown below. The friction factor = 0.02. By using Hardy Cross method, detemmine the flow rate in BE pipe for A0.03. L=1500 m D 0.8 m B L=1500 m, D 0.6 m 2.5 m'is 0.5 m'/s 1 m's D L=1500 m, D 0.7 m L=1500 m; D 0.7 m I m'/s D-0.7 m w 0071 -1 D-0,7 m u 0071 -1 D-07 m

Consider the pipe network shown below. The friction factor = 0.02. By using Hardy Cross method, detemmine the flow rate in BE pipe for A0.03. L=1500 m D 0.8 m B L=1500 m, D 0.6 m 2.5 m'is 0.5 m'/s 1 m's D L=1500 m, D 0.7 m L=1500 m; D 0.7 m I m'/s D-0.7 m w 0071 -1 D-0,7 m u 0071 -1 D-07 m

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: 1. A 36 inch diameter pipe is 4000 feet long and has a head loss of 12.7 feet. a. Solve for the…

A: Given data in question Head loss Diameter of pipe Length of pipe Mannings coefficient value To…

Q: 2. Compute the rate of flow in a pipe with diameter300 mm for a length of 900 meter having a head…

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

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

A: Given data in question Diameter Discharge from pipe 1 Friction constant Length of pipes Heights…

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

A: The given data is: Water surface elevation in reservoir B=110 m Flow in reservoir A=0.03 m3 f=0.021…

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

A: Given data

Q: A 10-cm diameter x 20 m long closed conduit pipe inclining at 45°, flowing upward full of water at a…

A: Given, D = 10 cm or 0.1 m L = 20 m P1 = 50 kPa f = 0.02

Q: 7.12 If there is no restriction on the diameter of the A pipeline (diameter 0.3 m, length 3 km)…

A: Head loss in parallel is same.

Q: ANSWER: Pipe BCE = 35.6% of flow, BDE = 64.4.%. Head loss from B to E = 35.0 W. A looping concrete…

A: In case of parallel flow, head loss in both pipes are same, discharge is summation of the discharges…

Q: Q3) A pipe of 10 km length and connects tow reservoirs having a difference of water level 25 m. If…

A: Difference level of water = hL = 25m Length of pipe 1,2 and 3 is 6Km, 4Km and 4Km respectively.…

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

Q: Reservoir Y Pipe / 20 Reservoir X Pipe Figure L.I Two reservoir problem Two sharp-ended pipes (A &…

A: In pipe A, The rate of flow will be:

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) Determine the headloss due to friction in a 1 m diameter, 350 m long pipe using the Manning's…

A: Given: D=1mL=350mn=0.017C=100Q=1.5 and 2.5m3/sec Hazen-William…

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

Q: 8.63 Two reservoir maintain a constant difference of water levels of 11.25 m and are connected by a…

A: Given data, Here the value of V ( flow velocity through pipe ) is unknown. To find the value of V…

Q: Using a standard pipe with a diameter of 0.1016 m and a length of 152.4 m, water at 16 ° C is…

A: Given data Head loss Friction factor Diameter Length Temperature Two 90° elbow 1 Closing slide

Q: of the pipes are listed as follows: Pipe A Length (m) Friction Coefficient, f Diameter (cm) 30 0.020…

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: For the pipe network shown, the flow of water from A to the first junction is 2 cubic feet per…

Q: 0.5 m B 30 mm 5 m 8 m/s 50 mm 3 m mm

A: Given Data: Water flows into the Tee at 8 m/sec. It flows under a pressure of 40 kPa. Velocity of…

Q: In the parallel system shown, pipe 1 has a length of 3000 ft and 20-inch in diameter. Pipe 2 is 5000…

A: Solution:

Q: The velocity components in the x and y directions for an incompressible flow are given as u = (-5 +…

A: Given: velocity component in x direction= u= -5+6x Velocity component in Y direction = v= -(9+6y)…

Q: Write legibly Complex Pipeline System_Parallel Pipes 1. The pressure heads at junctions A and E…

A: Given Consider the free body diagram Given Pressure head at Point A=70m Pressure head at Point…

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

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

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

Q: Two sharp-ended pipes (A & B) of diameter da = 100 mm, and dg = 120 mm and of length LA = 400 m and…

A: (a)- Rate of flow for Pipe A, Total head loss=loss at entry+loss at exit+friction…

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

Q: 4.3.2. Determine flow rates in the branching pipe system depicted in Figure P4.3.2 given the…

Q: b) A horizontal pipe of 150 mm diameter for the initial 30 m and 75 mm diameter for the remaining 10…

Q: 2000 m 45 cm ở Q= 400 litres/s 600 m 30 cm 6 FIGURE D

A: Given that....

Q: Q3) A triangular canal cariying a discharge of 2 m'/s has a step of height 0.3m as shown in the of…

Q: A horizontal pipe of 150 mm diameter for the initial 30 m and 75 mm dimeter for the remaining 10 m…

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

Q: A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water…

A: Given data : first of all ,calculate the Reynold number to check the type of flow ,if Reynold num is…

Q: Compute the friction factor for the smaller pipe when two smooth pipes are connected in series where…

Q: A pipeline of 50 mm diameter and 4.5 km length connects two reservoirs whose constant difference of…

Q: Water flows in a 350mm- diameter pipe at the rate of 600 liters per second. The pipe has a length of…

A: Given: The diameter of the pipe is 350 mm. The flow rate is 600 l/sec. The length of the pipe is 64…

Q: L = 900m D=35cm L=600m L=900m D=75cm D=60cm L=600m D=30cm L=900m D=40cm A flow rate of 0.5 m³/s is…

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: В a b. Figure X5.2.2 5.2.3 Refer to Fig. X5.2.2. Assume a = 1 m, b = 4 m, and the flow to be…

Q: Elev A Water Elev C Turhine Elev B Water flows from Reservoir A (Elev 138 ft.) to a turbine (Elev 75…

A: From the given Data, Pressure at A= Patm= 0 = Pressure At B Elevation difference Between A and B =…

Q: A 3-ft-diameter welded steel pipe (f = 0.0135) is carrying 15 cfs of water at 60°F. At this…

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

Q: The flow rate for the pipe system is 0.050 m3/s with a total head loss of 12 m. Use C = 120 for all…

Q: In a branching pipe shown, the flow rate in pipe 2 is 40% of pipe 1. Determine (a) size of pipe 2,…

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

A: Given: Required to find: a) Qin b) The distribution of flow

Q: The total discharge (flowrate) from A to B in the figure below is 300 liters/s. Pipe lennthe are:…

Q: In the branched pipe system below, water is flowing at 0.0142 m³/s in a new, clean DN 100 Schedule…

A: Solution Given That Water Flowing= 0.0142 m3/s Friction Factor (Upper Branch)=0.021 Friction factor…

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

Consider the pipe network shown below. The friction factor = 0.02. By using Hardy Cross
method, detemine the flow rate in BE pipe for AS0.03.
2.5 m/s
L= 1500 m D= 0.8 m
B L=1500 m; D= 0.6 m
0.5 m'/s
L=1500 m, D 0.7 m
1 m/s
D
L= 1500 m, D 0.7 m
1m'/s
D-0.7 m
tu 00z1 -1
L-1200 m:
D-0,7 m
u 007I -1

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

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

3.2. A water (Temperature = 20 °C) is flowing in a commercial steel pipe at a flowrate of 5 m³/s. The diameter and length of the pipes are 50 cm and 500 m, respectively. Assume absolute roughness (ɛ) = 0.05 mm. Calculate the head loss by using: (a) Darcy-Weisbach equation (b) Manning's equation (use n = 0.017)
Q1) Mott recommends the following formula for the friction head loss hf, for flow through a pipe of length L and diameter D : where Q is the volume flow rate , A is the pipe cross-section area , and Ch is a dimensionless coefficient . Determine the dimensions of hf? hf = LG *0.551. A. Ch. Do.63)1.85
The pressure at point 2 shown in Figure is not to fall below 4.14 Bar when the flowrate from the tank is 0.028 m^3/ sec. Determine the minimum height, h, of the water tank under the assumption that (a) minor losses are negligible, (b) minor losses are not negligible. 3 m Figure No.3 Kentrance = 0.5 h The pipe is plastic of 15 cm diameter and (e/D=D0) 1.8 m (2) Main line 450 m with 15 elbows of 90 degree
absolute roughness is o.03mm (for both sections), Determine the height H. Neglect local losses. Tip: Losses in pipes connected one after another (as in the figure) they add up 2. Consider the system shown. If the flow is Q = 220 lts / s and the H L=500 m D=45 cm L=800 m D=30 cm
Three pipes connected in series with lengths L1 = L2 = L3 = 300 m and diameters D1 = 75 mm, D2 = 50 mm, D3 = 25 mm. The discharge at the 50 mm pipe = 200 lps, kinematic viscosity = 1.12 x 10-6 m2/s and ε = 0.35 mm. Using Haaland and Darcy-Weisbach Formula, determine the following: a. Which pipe has the highest Renoylds Number? b. Which pipe is the smoothest? c. Compute the total head loss
A 300mm diameter pipe has a flow rate of 200 L/s. Assuming the length of the pipe is 300mm, determine a) friction factor, b) roughness coefficient, and c) Hazen Williams Coefficient (A No answer among the choices in question B (В) с - 93.43 No answer among the choices in question A (D) n = 0.0243 (E) f = 0.0218 (F) c = 87.96 G) c = 107.57 (H) f = 0.0245 ) f= 0.0236 ) f= 0.0257 (K) n = 0.0115 L No answer among the choices in question C (M) n 0.0412 (N) C = 101.09 n = 0.0348
Water flows from reservoir A to B through the three concrete pipes shown below. Assume that concrete has f=0.023. Neglect all minor losses. 2500 m 400 mm Ø 20 m and Dnew 1850 m 300 mm Ø 800 m 200 mm g a) Determine the flow rate from A to B in m³/s b) Determine the diameter (mm) of an equivalent pipe made out of steel with f=0.012.
2. Water flows in a 1000 m long pipeline of diameter 0.2 m at a velocity of 5 m/s. The pipeline is a new cast iron pipe (e=0.00026 m). Determine the head loss (hLf) due to friction in the pipeline using Darcy-Weisbach equation. Use kinematic viscosity v = 1.003 X 106 m²/s.
1. Compute the head loss in a pipe with diameter 300 mm for a length of 15,000 meters and carrying a flow of 0.097, if f=0.02. (Hint: Use h=(0.0826fL(Q^2))/(D^5)
For the pipe network shown, the flow of water from A to the first junction is 2 cuboc feet per second. Assuming all pipes have a friction factor of 0.020. Determine the head loss in feet in pipe 1 Determine the head loss in feet in pipe 5 Determine the flow in the upper branch pipe Q2 in cubic feet per second Determine the flow in lower branch Q3 in cubic feet per second Determine the head loss in feet in pipe 2 Determine the head loss in feet in pipe 3 Determine the head loss in feet in pipe 4 Determine the total head loss in feet between the inlet A and the outlet B
Two pipes are connected in series as shown below. The Hazen-Williams coefficient is80 and the total head loss is 30 feet. Determine the volumetric flow rate in gpm.L1 = 1000 ftD1= 10 inL2 = 2700 ftD2 = 18 in
A water siphon having a constant inside diame of 3 in. is arranged as shown in the figure below the friction loss between A and B is 0.8V²/2 wh is the velocity of flow in the siphon, determine flowrate involved. Assume a = 4 ft, h = 12 ft. D-- B a h