ion 10A 1-meter diameter new cast iron pipe 845 m long and has a head loss of 1.11 m. Find the discharge capacity using Darcy Weisback formula with f = 0.021.Do not write the unit. You will only input the numerical answer in the space provided.Unit of the Correct Answer: liters/sDecimal Places required in the final answer: 3

Answered: Image /qna-images/answer/f7e25b34-bef7-49a9-969a-a77b45203bb0.jpg

Answered: A 1-meter diameter new cast iron pipe…

A 1-meter diameter new cast iron pipe 845 m long and has a head loss of 1.11 m. Find the discharge capacity using Darcy Weisback formula with f = 0.021.

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: Problem 7: The two pumps in problem 6 are now arranged in parallel. The static head is 40 ft. The…

A: Given that the two pumps are connected in parallel. The static head is 40ft. Hs = 40ft Diameter, D =…

Q: A straight 30 cm pipeline 4.80 km long is laid between two reservoirs having surfaces at Elev 100 m…

A: Consider the following diagram for the given condition: The numbers 1, 2, and 3 are the three…

Q: A circular conduit is to satisfy the following conditions: Capacity when flowing full is 0.13…

A: The Chezy's formula is given below,

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

Q: Determine the discharge rate in a 1.37-m diameter corrugated metal pipe (CMP) (n = 0.024) on a slope…

A: First part Diameter Of pipe (d) = 1.37 m Manning's coefficient (n)=0.024 Slope (S) = 0.007 When…

Q: Tank A has an elevation of 100 m and Tank B has an elevation of 160 m. Since Tank A is lower than B,…

A: Tank A elevation = 100 m Tank B elevation = 160 m Discharge in the pipe (Q) = 0.65 m3/s pipe length…

Q: A straight 30 cm pipeline 4.80 km long is laid between two reservoirs having surfaces at Elev 100 m…

Q: Determine the elevation of the free surface in Tank B if the total discharge into Tank B is 5.00…

A: ###Determination of Elevation of Tank B###

Q: A pump delivers water at a flow of 10 cubic feet per second (cfs) from a lower reservoir to an upper…

A: Discharge Q=10 ft3/s=0.283168 m3/sec diameter d=16 in=1.33 ftarea A=π4×d2=π4×16122=1.396 ft2…

Q: A 1278 mm diameter concrete pipe 1833 m long carries 1.32 m3/s from reservoir A, whose water surface…

Q: Given the following: Diameter of Pipe = 1m, Length of Pipe = 845m and Head loss = 1.01 m, Determine…

Q: A

Q: QUESTION 2) Pump gives 20 m of head to the flow (H, = 20 m). Neglect all kinds of minor %3D losses.…

A: For pipe I: The pressure head available= Head losses due to frictional+ value.…

Q: A 6769 mm diameter new cast iron pipe 1444 m long and has a head loss of 2.829 m. Find the…

A: In the field of water resources, Manning's equation is widely used and very versatile. In addition…

Q: A pipe line is 6 km long and having 20 cm diameter connects two reservoir 'A' and 'B'. The rate of…

A: Length L=6 km=6000 m dia d=20 cm=0.20 m Q=30 Lit/s=0.03 m3/s f=0.0008

Q: Reservoir B in the figure receives 0.08 m3/s of flow. Properties of each pipe: Pipe # 1: Length =…

A: Given data: Pipe 1:L1=1800 mD1=550 mmf1=0.0204 Pipe 2:L2=600 mD2=250 mmf2=0.0223 Pipe 3:L3=750…

Q: 4. A 10 cm diameter pipe has a discharge of 500 Vs. At a section, the pipe has sudden expansion to a…

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

Q: A horizontal, frictionless channel of circular cross-section and diameter equal to 5 feet flows at a…

A: Note:- The given question is having multiple sub parts, as per the policy of Bartleby we are…

Q: Water of temperature 30° is flowing with flow rate 0.055 liters/s in a straight 50mm diameter UPVC…

Q: As shown in Figure 7, assume that the head loss in the pipe is given by hi = 0.014(L/D)(V 2/2g),…

Q: Pump delivers 0.05 m/s flow of 40°C water, and the intake pipe L = 4m & D = 20 cm. The pump intake…

A: Option (C) is correct.

Q: A pipeline 300 m long discharge freely at a point 50 m lower than the water surface at intake…

A: Given :

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: a discharge of 700L/s flows through a pipe having a diameter of 400mm and a length of 60m long.…

Q: 2. The total discharge from A to B in figure is 12 l/s. Determine the discharge pipes 1 and 2 if the…

A: Given Data : Total discharge from A to B = 12 l/s f = 0.035 Determine the discharge in pipe 1 and…

Q: Qs/Three pipes No. (1), (2) and (3) are connected in series as shown in Figure No. (4). Find flow…

A: To find flow rate

Q: A 25 cm circular pipe carries 2536.06 gpm of water under a pressure of 200 pa. The pipe is laid at…

Q: Q.07 A reservoir discharges through a sluice 0.915 m wide by 1.22 m deep. The top of the opening is…

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

Q: Problem 3 For the series/parallel pipe system shown, determine the total head loss in the system if…

Q: Three new cast-iron pipes connected in series have diameters of 30 cm, 25 cm, and 20 cm, each being…

A: DIA D1 = 30CM D2 = 25CM D3= 20 CM LENGTH = 200M discharge is 100 liters per second N= .011

Q: a siphon with its upper end immersed in a large reservoir of oil (s.g. 0.80). The pipe is 6 in in…

A: Answer we are given specific gravity of oil = 0.8 pipe diameter = 6 in head loss from 1 to 2 = 5…

Concept explainers

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.

Question

ion 10
A 1-meter diameter new cast iron pipe 845 m long and has a head loss of 1.11 m. Find the discharge capacity using Darcy Weisback formula with f = 0.021.
Do not write the unit. You will only input the numerical answer in the space provided.
Unit of the Correct Answer: liters/s
Decimal Places required in the final answer: 3

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 with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Time and time related variables in engineering

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

A horizontal water pipeline 50-cm diameter carries a discharge of 0.5 m/s at a pressure of 55 kN/m?. It then reduces to 300-mm diameter. For the 300-mm pipe, calculate the (a) velocity (m/s) and (b) pressure head (m).
Consider the figure below. The pump supplies water from reservoir A to reservoir B through the 500mm o pipe, 600m long. Using f = 0.02 and the hydraulic grade line shown, determine the following: a) power supplied by the pump, b) power loss by the turbine, and elevation maintained by reservoir B. El. 200 hfj El. 190 НЕ El. 180 hf, B El.100 A P TURBINE PUMP ANSWER: a. Power = 1557.828 kW, b. Power = 155.7828 kW c. Elevation of B = 170 m %3D
Determine the division of flow and head loss from A to B, if the given f=0.010 for all pipes. Note that the total flow is 10 cfs. L=4000ft D=16 inch B L=2000ft D=12 inch
Water flow at a 250mm diameter horizontal pipe 875m long. The friction factor is 0.023. If the pressure at the starting point is 80KPA and the pressure at the end point is 50KPA. Determine the discharge at the pipe. A Q = 153.68 L/s В No answer among the choices C) Q = 101.07 L/s D) Q = 118.43 L/s E Q = 132.74 L/s F Q = 172.81 L/s %3D
The total discharge in the system below is 15.5 cfs and the head loss from B to C is 24 ft. Using n = 0.011 for all pipes, determine the following: a. head loss hl1 (ft) in pipe 1, and b. head loss his (ft) in pipe 5. 2000 ft 12 in 3000 ft 1500 ft 4000 ft 30 in 10 in 24 in А В D 2500 ft 4 15 in
Question 2: A pipeline carries a pumped flow of 0.05 m/s. The line contains three 90 degree bends (K=0.9), a gate valve (K=0.4), and a swing check valve (K=0.6). Select an internal diameter between 10 cm to 90 cm for steel pipe (e= 0.00015 in, 0.00381 mm). Determine the total head loss if the lengt of the straight pipe is 300 m.
Given the following: Diameter of Pipe = 1m, Length of Pipe = 845m and Head loss = 1.01 m, Determine the discharge using Darcy Weisbach, f=0.021. (A) 0.93 cms B) 0.73 cms 0.83 cms 0.63cms
Water flow at a 250mm diameter horizontal pipe 90m long. The friction factor is 0.023. If the pressure at the starting point is 80KPA and the pressure at the end point is 50KPA. Determine the discharge at the pipe. A Q = 118.43 L/s В Q = 132.74 L/s Q = 101.07 L/s D Q = 172.81 L/s Q = 153.68 L/s No answer among the choices
please consider minor and major losses
solve
Question 1: For the setup shown in the figure: H = 20 m f = 0.0012 f = 0.0012 D = 250 mm D = 80 mm L = 50 m L = 50 m f = 0.001 D₁ = 150 mm L = 100 m A. Calculate Q in the 150 mm-diameter pipe B. If the NPSHR of the pump is 3 m. Is it feasible to use the pump? You can use: Patm-101 kN/m², and Pvapor = 3.17 kN/m² H₂ = 10 m Pump Q f = 0.0012 D=80 mm L = 50 m Q₁ = 0.2