Engineering :: Public Health Engineering
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141. |
The process of purifying water by passing it through a bed of fine granular material, is called |
A. |
screening |
B. |
filteration |
C. |
coagulation |
D. |
sedimentation |
Answer: Option B
Explanation:
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142. |
The void spaces in the filtering material act like a |
A. |
drain |
B. |
inlet |
C. |
tiny settling basins |
D. |
outlet |
Answer: Option C
Explanation:
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143. |
The organic impurities in water form a layer on the top of a filtering media. Such a layer is called |
A. |
permeable layer |
B. |
filtering layer |
C. |
dirty skin |
D. |
none of these |
Answer: Option C
Explanation:
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144. |
The sand, used for filteration, should not loose weight more than |
Answer: Option B
Explanation:
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145. |
The rate of filteration |
A. |
increases |
B. |
decreases |
Answer: Option B
Explanation:
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146. |
Water is forced at a preseure higher than the atmospheric pressure in rapid gravity filters. |
Answer: Option B
Explanation:
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147. |
The effective size of sand particles for slow sand filters varies from |
A. |
0.30 to 0.35 mm |
B. |
0.35 to 0.50 mm |
C. |
0.50 to 0.65 mm |
D. |
0.65 to 0.75 mm |
Answer: Option A
Explanation:
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148. |
The effective size of sand particles for rapid sand filters varies from |
A. |
0.30 to 0.35 mm |
B. |
0.35 to 0.50 mm |
C. |
0.50 to 0.65 mm |
D. |
0.65 to 0.75 mm |
Answer: Option B
Explanation:
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149. |
The coefficient of uniformity for slow sand filters is |
Answer: Option C
Explanation:
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150. |
The coefficient of uniformity for rapid sand filters is |
Answer: Option B
Explanation:
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