E. None of the choices3) A pipe of 5 cm diameter conveys water flow of 0.2 m/s velocity, what is the mass flow rate (m')in (kg/s). The density of water pw = 1000 kg/m'.А. 3.9B. 0.98C. 0.39D. 14.1E. 9.8F. None of the choices4) Weirs can be:A. Broad-crested.B. Short-crested.C. Sharp-crested.D. A+CE. A+BF. All the choicesPage 2/2o searchDELL

Q3 )Given DataD=diameter=5 cm=0.05 mv=0.2 m/sρw=1000 kg /m3mass flow…

3) A pipe of 5 cm diameter conveys water flow of 0.2 m/s velocity, what is the mass flow rate (m') in (kg/s). The density of water pw = 1000 kg/m³. А. 3.9 В. 0.98 С. 0.39 D. 14.1 E. 9.8 F. None of the choices 4) Weirs can be: A. Broad-crested. B. Short-crested. C. Sharp-crested. D. A+C E. A+B F. All the choices

3) A pipe of 5 cm diameter conveys water flow of 0.2 m/s velocity, what is the mass flow rate (m') in (kg/s). The density of water pw = 1000 kg/m³. А. 3.9 В. 0.98 С. 0.39 D. 14.1 E. 9.8 F. None of the choices 4) Weirs can be: A. Broad-crested. B. Short-crested. C. Sharp-crested. D. A+C E. A+B F. All the choices

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A 0.60 m. dia. pipe 600 m. long has a head loss of 1.2 m. Find the discharge flowing in the pipe using f= 0.012. a) 0.614 m³/s c) 0.574 m³/s b) 0.418 m³/s-d) 0.396 m³/s Find the discharge flowing in the pipe using n = 0.014. 0.254 m³/s c) 0.124 m³/s b) 0.326 m³/s d) 0.478 m³/s Find the discharge pipe using C = 120. a) 0.305 m³/s b) -0.582 m³/s flowing in the c) 0.614 m³/s d) 0.478 m³/s
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Two reservoirs A and B is connected by a 250mm-dia. pipe which is 1000m long. Reservoir B is 8 meters below that of A. Other reservoirs C and D are also connected by a 300mm-dia. pipe, 2,200m long with reservoir D 10mbelow that of C and reservoir C is also 4m below that of A. In order to increase the quantity of water entering reservoir D, thetwo pipelines AB and CD are connected by a pipeline EF which is 1800m long which branches from the 250mm-dia. at a point E 400 meters from A and connects with the 300mm-dia. pipe at F 800 meters from reservoir D.a). Determine the quantity of water flowing towards B and D if 27 liters per second flow through pipe EF. Assume frictionfactor f to be 0.022 for all pipes. Consider only friction losses.b). Determine also the diameter of the pipe EF to carry 27 liters/sec.
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