# Gravity Dam Design - Typical Cross-section Online Exam Quiz

Gravity Dam Design - Typical Cross-section GK Quiz. Question and Answers related to Gravity Dam Design - Typical Cross-section. MCQ (Multiple Choice Questions with answers about Gravity Dam Design - Typical Cross-section

Options

A : Method

B : Class

C : Interface

D : Field

Options

A : TRUE

B : FALSE

C : -

D : -

Options

A : 1.2 m

B : 1.6 m

C : 2.25 m

D : 2.5 m

### The upward acceleration of dam due to seismic activity will __

Options

A : increase the base pressure

B : decrease the base pressure

C : not affect the effective weight of the dam

D : increase the horizontal dynamic force

### What is the average value of acceleration that is sufficient for high dams in seismic zones?

Options

A : 0.1g to 0.15g

B : 0.05g to 0.1g

C : 0.3gs

D : 0.15g (where g is the acceleration due to gravity)

Options

A : 30 KN

B : 60 KN

C : 130 KN

D : 180 KN

### What is Von Karman's formula for hydrodynamic force (Pe)?

Options

A : Pe = 0.726 pe H

B : Pe = 0.424 pe H

C : Pe = 0.555 pe H

D : Pe = 0.555.Kh. Yw H2

### Which of the following is not pre defined annotation in Java?

Options

A : @Deprecated

B : @Overriden

C : @SafeVarags

D : @FunctionInterface

Options

A : @Entity

B : @Column

C : @Basic

D : @Query

Options

A : Java 5

B : Java 6

C : Java 7

D : Java 8

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