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Q.No.1

The Darcy-Weisbach equation for head loss due to friction in pipes is:

Q.No.2

Minor losses in pipe flow are caused by:

Q.No.3

The Hydraulic Grade Line (HGL) represents:

Q.No.4

Which of the following is NOT a relief device for water hammer?

Q.No.5

Water hammer in pipes is caused by:

Q.No.6

The Total Energy Line (TEL) represents:

Q.No.7

The hydraulic radius of an open channel is defined as:

Q.No.8

The most efficient cross-section for an open channel is:

Q.No.9

Specific energy in open channel flow is defined as:

Q.No.10

Critical flow in an open channel occurs when:


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