Questions 41–50 of 1300. Imported answers require independent review unless marked reviewed.

Topic practice 1300 questionsPage 5 of 130

Question 21

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A rapid sand filter bed of depth 0.8 m has 40 % porosity during service cycle. It is recommended that during backwash operation, the expanded filter bed should have 70 % porosity. The uniform expanded depth (in m) of the filter bed during backwash is
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Question 21

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Based on the Casagrande’s plasticity chart, plasticity index (in %) of inorganic clays having a liquid limit of 40 %, ranges between
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Question 22

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The settling velocity of inorganic particles in the sedimentation tank of a water treatment plant is governed by
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Question 22

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Information related to foundation design is provided in table below.
Column 1 | Column 2 (I) Converse-Labare formula | (P) Pile capacity from dynamic formula (II) Hiley formula | (Q) Pile group efficiency (III) Newmark’s influence chart | (R) Bearing capacity factor of saturated clay (IV) Skempton’s equation | (S) Increase in vertical stress below footing
Option giving the CORRECT match between Column 1 and Column 2 is:
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Question 23

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Gradually Varied Flow (GVF) profiles in open channels given in Column 1 are to be matched with the water surface slopes in Column 2 in the table below.
Column 1: GVF Profile — (P) M1; (Q) M2; (R) M3 Column 2: Water Surface Slope — (I) Positive; (II) Negative; (III) Zero
Which of the following options is/are NOT correct?
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Question 23

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An incident occurred on one side of a median on a four-lane dual carriage road section. This incident disrupted the traffic movement in one direction. Traffic police diverted the traffic from disrupted side to the other side through an opening in a median. The desired sight distance on the four-lane dual carriage was kept as 360 m under normal conditions. The Stopping Sight Distance (SSD, in m), which should be available on the operating road section after the incident, is
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Question 24

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Cant

on a Broad Gauge railway track is calculated for an equilibrium speed

(in km/h), dynamic gauge

(in mm) and radius of curve

(in m) using formula/formulae:
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Question 24

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Which one of the following statements is TRUE?
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Question 25

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Which of the following components is/are NOT removed in the secondary treatment of sewage?
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Question 25

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The primary purpose of the Windrose diagram is for the design of
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