FMM INT-II

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  • 8/10/2019 FMM INT-II

    1/1

    LUID MECHANICS &MACHINERY

    Time: 45mins Max marks: 25

    Date: 28.08.12 PART A - (52= 10 marks) Dept: ME!

    Ans"er A## $%esti&ns:

    1. State Bernoullis theorem.2. State momentum equation

    3. Differentiate between laminar and turbulent flow.

    4. A 20cm diameter pipe 30m lon! transport oil from a taner to theshore at 0.01m3 "s find the #e$nolds number classif$ the flow tae

    %iscosit$ 0.1&m"s2 and densit$ '00!"m3 for oil.(. )hat are the ma*or and minor losses of flow throu!h pipes+

    PART '

    Ans"er A## $%esti&ns:

    1. a, 2(0 liters"sec of water is flowin! in a pipe ha%in! a diameter of

    300mm. -f the pipe is bent b$ 13( /that is chan!e from initial to finaldirection is 13(, find the ma!nitude and direction of the resultant force

    on the bend. he pressure of water flowin! is 3'.24&"cm. /12, b, A pipe increasin! in diameter suddenl$ from 12cm to 22cm .if the

    dischar!e of water throu!h a pipe is 120lit"sec. Determine the loss ofhead due to sudden enlar!ement of cross section area. /3,

    LUID MECHANICS &MACHINERY

    Time: 45mins Max marks: 25

    Date: 28.08.12 PART A - (52= 10 marks) Dept: ME!

    Ans"er A## $%esti&ns:

    1. State Bernoullis theorem.

    2. State momentum equation

    3. Differentiate between laminar and turbulent flow.

    4. A 20cm diameter pipe 30m lon! transport oil from a taner to theshore at 0.01m3 "s find the #e$nolds number classif$ the flow tae%iscosit$ 0.1&m"s2 and densit$ '00!"m3 for oil.

    (. )hat are the ma*or and minor losses of flow throu!h pipes+PART '

    Ans"er A## $%esti&ns:

    1. a, 2(0 liters"sec of water is flowin! in a pipe ha%in! a diameter of300mm. -f the pipe is bent b$ 13( /that is chan!e from initial to final

    direction is 13(, find the ma!nitude and direction of the resultant forceon the bend. he pressure of water flowin! is 3'.24&"cm. /12,

    b, A pipe increasin! in diameter suddenl$ from 12cm to 22cm .if thedischar!e of water throu!h a pipe is 120lit"sec. Determine the loss ofhead due to sudden enlar!ement of cross section area. /3,

    LUID MECHANICS &MACHINERY

    Time: 45mins Max marks: 25

    Date: 28.08.12 PART A - (52= 10 marks) Dept: ME!

    Ans"er A## $%esti&ns:

    1. State Bernoullis theorem.

    2. State momentum equation3. Differentiate between laminar and turbulent flow.

    4. A 20cm diameter pipe 30m lon! transport oil from a taner to theshore at 0.01m3 "s find the #e$nolds number classif$ the flow tae

    %iscosit$ 0.1&m"s2 and densit$ '00!"m3 for oil.

    (. )hat are the ma*or and minor losses of flow throu!h pipes+PART '

    Ans"er A## $%esti&ns:

    1. a, 2(0 liters"sec of water is flowin! in a pipe ha%in! a diameter of

    300mm. -f the pipe is bent b$ 13( /that is chan!e from initial to finaldirection is 13(, find the ma!nitude and direction of the resultant force

    on the bend. he pressure of water flowin! is 3'.24&"cm. /12,

    b, A pipe increasin! in diameter suddenl$ from 12cm to 22cm .if thedischar!e of water throu!h a pipe is 120lit"sec. Determine the loss of head

    due to sudden enlar!ement of cross section area. /3,

    LUID MECHANICS &MACHINERY

    Time: 45mins Max marks: 25

    Date: 28.08.12 PART A - (52= 10 marks) Dept: ME!

    Ans"er A## $%esti&ns:

    1. State Bernoullis theorem.2. State momentum equation

    3. Differentiate between laminar and turbulent flow.4. A 20cm diameter pipe 30m lon! transport oil from a taner to the

    shore at 0.01m3

    "s find the #e$nolds number classif$ the flow tae%iscosit$ 0.1&m"s2 and densit$ '00!"m3 for oil.(. )hat are the ma*or and minor losses of flow throu!h pipes+

    PART '

    Ans"er A## $%esti&ns:

    1. a, 2(0 liters"sec of water is flowin! in a pipe ha%in! a diameter of

    300mm. -f the pipe is bent b$ 13( /that is chan!e from initial to finaldirection is 13(, find the ma!nitude and direction of the resultant force

    on the bend. he pressure of water flowin! is 3'.24&"cm. /12, b, A pipe increasin! in diameter suddenl$ from 12cm to 22cm .if the

    dischar!e of water throu!h a pipe is 120lit"sec. Determine the loss of head

    due to sudden enlar!ement of cross section area. /3,