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Day 56-Nov 18-worksheet-Diploma-Dams

Total questions: 15

Worksheet time: 12mins

Name
Class
Date
1.

Which type of dam has a theoretical profile similar to the hydrostatic pressure diagram?

a)

Earth dam

b)

Gravity dam

c)

Buttress dam

d)

Rock-fill dam

2.

The most economical single-curvature arch dam is —

a)

Constant radius arch dam

b)

Varying radius arch dam

c)

Constant angle arch dam

d)

Cupola dam

3.

Which failure in earth dams is associated with erosion caused by tailwater?

(a)  

4.

In a buttress dam, load is transferred to foundation mainly through —

(a)  

5.

Varying radius arch dams use approximately how much concrete compared to constant radius dams?

a)

100%

b)

58%

c)

43%

d)

72%

6.

The phreatic line inside an earth dam takes the shape of a —

(a)  

7.

Double-curvature arch dams are more economical than constant-angle single curvature dams. Select True or False.

a)

True

b)

False

8.

Assertion–Reason: Assertion (A): In gravity dams, the major overturning force is water pressure. Reason (R): Water pressure decreases linearly with depth and acts vertically. Choose the best answer.

a)

Both A and R are true, and R explains A

b)

Both A and R are true, but R does not explain A

c)

A is true, R is false

d)

A is false, R is true

9.

The main stabilizing force resisting sliding in a gravity dam is (a)   .

10.

The impermeable central portion provided in earth dams to prevent seepage is called the (a)   .

11.

The line separating saturated and unsaturated zones in an earth dam is the (a)   line.

12.

A temporary enclosure built in water to allow construction work is called a (a)   .

13.

The upstream slope of an earth dam is protected against wave erosion using (a)   .

14.

The impervious layer placed on the upstream side of an earth dam to reduce uplift is called

(a)  

15.

The hydrostatic horizontal force on a dam of height H is given by —

a)

γwH\gamma_w H

b)

γwH2/2\gamma_w H^2 / 2

c)

γwH3/3\gamma_w H^3 / 3

d)

γwH2\gamma_w H^2