Engineering :: Irrigation Engineering
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131. |
A channel is said to be in scouring when the critical velocity ratio is |
A. |
equal to |
B. |
less than |
C. |
greater than |
Answer: Option C
Explanation:
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132. |
When the critical velocity ratio is less than one, the channel is said to be in silting. |
Answer: Option A
Explanation:
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133. |
Which of the following statement is wrong? |
A. |
In Kennedy's wilt theory, no account was taken of silt concentration and bed load. |
B. |
Kennedy did not gave any slope equation. |
C. |
In Kennedy's theory, silt grade and silt charge were not defined. |
D. |
none of the above |
Answer: Option D
Explanation:
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134. |
Kennedy gave his own formula for the determination of mean velocity. |
Answer: Option B
Explanation:
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135. |
According to Lacey, a channel is said to be in regime, if |
A. |
it flows in incoherent unlimited alluvium of the same character as that transported material |
B. |
its discharge is constant |
C. |
the silt grade and the silt charge are constant |
D. |
all of the above |
Answer: Option D
Explanation:
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136. |
The incoherent alluvium is a soil composed of loose granular graded material which can be scoured with the same ease with which it is deposited. |
Answer: Option A
Explanation:
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137. |
The main cause of silting in channel is |
A. |
non-regime section |
B. |
inadequate slope |
C. |
defective head regulator |
D. |
all of these |
Answer: Option D
Explanation:
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138. |
According to Lacey |
A. |
the silt is kept in suspension due to the force of vertical eddies |
B. |
the eddies are generated from bed and sides, both normal to the surface of generation |
C. |
the vertical component of eddies generated from sides will also support the silt |
D. |
all of the above |
Answer: Option D
Explanation:
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139. |
Lacey assumed that silt is kept in suspension because of the normal components of eddies generated from the |
A. |
bed only |
B. |
side only |
C. |
whole perimeter |
D. |
none of these |
Answer: Option C
Explanation:
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140. |
Lacey gave a relation between |
A. |
velocity and hydraulic mean depth |
B. |
area and velocity |
C. |
both (a) and (b) |
D. |
none of these |
Answer: Option C
Explanation:
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