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Civil Engineeri...

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  • Question 1
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    Consider the following types of soil tests:

    1. California bearing ratio

    2. Consolidation

    3. Unconfined compression

    The soil tests required to be done in the case of undisturbed samples include

  • Question 2
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    Quality parameters of rainwater from different sources are given below:

    Sources    pH   Turbidity 

    TDS (mg/l)

    Chlorides (mg/l)

    Fluorides (mg/l)

         A   9.5      1  500    100      15
         B   6.0      2 1000    200      1.5
         C   8.0      5 1400    250      1.0
         D   7.0     10 1600    300      0.1

    Water drawn from which of the above sources can be tolerated for drinking without any treatment?

  • Question 3
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    Bituminous surface dressing is provided to:

  • Question 4
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    A level instrument at a height of 1.320 m has been placed at a station having a RL of 115.385 m. The instrument reads - 2.835 on levelling staff held at the bottom of bridge deck. The RL of the bottom of the bridge deck is _________ m.

  • Question 5
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    The gross commanded area for a distributary is 8000 hectares, 60 percent of which is culturable irrigable. The intensity of irrigation for Rabi season is 60 percent and the corresponding average duty at the head of the distributary is 2000 hectares/cumec, find the discharge required at the head of the distributary from average demand considerations.

  • Question 6
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    Cumulative frequency curve that shows the percent of time specified discharge was equalled or exceeded during a given period is known as:

  • Question 7
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    Find the expansion of the ex - cos x at x = 0

  • Question 8
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    The Fourier series expansion of x3 in the interval −1 ≤ x < 1 with periodic continuation has

  • Question 9
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    Sewer is running half full. When Manning's coefficient is increased from 0.011 to 0.022, the slope of sewer to carry the same flow at the same velocity running half full will be

  • Question 10
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    A consolidation test was done in the lab. A sample of 20mm thickness was consolidated at 50% in 15 minutes with a single drainage condition. how much time a 5m thick layer of the same soil will take to consolidate by 50% and 30% respectively with double drainage conditions in the field.

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