2. Freshwater and saltwater flowing in parallel horizontal pipelines areconnected to each other by a double U-tube manometer. Determine thepressure difference between the two pipelines. Take the density of seawater atthat location to be pkg= 1035m3 ·- AirFresh-water40 cmSea-water70 cm60 cm10 cm-Mercury

Considering the following points as shown in the figure below: Given data, ρHg = 13600 kg/m3 ρw =…

Answered: 2. Freshwater and saltwater flowing in…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

INSTRUCTIONS: Solve for the following problems. 1. A container contains a certain liquid with unit weight of 7 KN/m³ to a depth of 4 m. Water is poured into the container and the total depth of the liquid is now 6 m. What is the gage pressure at the interface of the two liquids? a. 47.62 kPa b. 28 kPa a. 54.72 kPa c. 19.62 kPa 2. The absolute pressure of air in a water condenser is 40 kPaa. What is the gage pressure 1.5 m below the water surface? b. -46.61 kPa c. 156.04 kPa 3. What is the pressure at A in the figure shown. a. 32.56 kPa c. 38.26 kPa b. 40.89 kPa d. 43.25 kPa d. 21 kPa b. 11.25 m d. 10.00 m d. -63.89 kPa 4. If water is used to measure the atmospheric pressure how high would it I a. 9.81 m c. 10.33 m water d. 7,500 m 150 mm 450 mm sg.10 5. For the value of the atmospheric pressure at sea level used in engineering practice, evaluate about how high, in meters, is the atmosphere above sea level a. 8,500 m b. 10,000 m c. 9,500 m
1. The reading of an automobile fuel gage is proportional to the gage pressure at the bottom of the tank. The tank is A deep and is contaminated with B of water. The specific volume of gasoline is 0.00147076 m /kg and that of air is 0.0008313 m³/kg. Unit weight of water is 9790 N/m3 a. Determine the gage reading when the tank is full of gasoline b. How many cm of air remains at the top when the gage indicates full if the tank is A deep and is contaminated with B of water. c. Determine the pressure at the interface of the gasoline and water when the gage indicates full A = First name in inches Vent B = A/10 in inches Air h A Gasoline Pgage Water B
6. Freshwater and seawater flowing in parallel horizontal pipelines are connected to each other by a double U-tube manometer, as shown in figure. Determine the pressure difference Pfresh water- Psea water= ?(kPa) between the two pipelines. Take the density of seawater at that location to be P = 1035 kg/m³. (2 decimal)
Q2: Compute the value of (H) in centimeters such that the pressure at B is 90% of the pressure at point A. If the pressure at A is 79.4 kPa, S.G (oil)=0.89, S.G (mercury)=13.6. SAE 30 oil Gage B Mercury- 6 сm H Water flow 11 cm 4 cm
A flow rate measuring device is installed in a horizontal pipe through which water is flowing. A U-tube manometer is connected to the pipe through pressure taps located 3 in. on either side of the device. The gage fluid in the manometer has a specific weight of 112 lb/ft3. Determine the differential reading of the manometer corresponding to a pressure drop between the taps of 0.5 lb/in². h = ft
Question 1: The PVC pipeline (ε = 0.0015) depicted in figure below is 150 m. Determine the diameter of the pipe that can provide a flow rate is 0.8 m³/s if the height h is 12 m. Ignore minor losses. water temperature is 4°C. U= h 497 x 10-6 (T + 42.5)1.5 2 m
Current Attempt in Progress Determine the elevation difference, Ah, between the water levels in the two open tanks shown in the figure below. Assume SG = 0.83. Ah = m 1 m SG Water 0.4 m Ah
Q. Determine the kinematic viscosity at the average temperature and determine the Reynolds number and type of flow using the data shown below and table values: Data obatined from a Reynolds Number test: Water temperature at the beginning of the experiment = 25 oC Water temperature at the end of the experiment = 30 oC The Volume of water collected in 25 seconds = 240 ml Pipe diameter, d= 10 mm. (use eq'n reynold's number, Re = VD/v
1) A manometer is attached to two pipes as shown. If knowing mercury SG is 13.6, sea water SG is 1.035, and fresh water p is 1,000 kg/m³, determine the pressure difference between two pipelines at the centers. Fresh Water h. -60 cm Air hair -70 cm hea <- 40 cm Mercury Sea Water hi -10 cm
In a manometer shown, the fluid from A to B is mercury (sp. gr. = 13.6) and fromB to C, the fluid is oil (sp. gr. = 0.80). At what height, h, of oil will give a pressureof 452 grams/cm2at C. Use density of water of 1.0 grams per cu.cm.
A 25-mm-diameter pipe 35m long is used to convey oil. The oil has a density of 880kg/m³ and a kinematic viscosity of 0.25×10*m³/s. The discharge in the pipe is Q=24x10*m³/min. Given that the pipe is placed horizontally and there are no any minor losses. Determine the pressure drop between the entrance and exit of pipe.
The water flow rate in the pipe will be measured using the pitot tube system given in the figure. At point 1, the velocity is zero and represents the stationary point. Since there is mercury with a density of 13600 kg/m3 in the manometer and the height of the manometer is read 0.06, calculate the volumetric flow rate of the water flowing in the pipe with a diameter of 0.2 m. (ρwater = 1000 kg/m3)

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS