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Civil Engineering : Irrigation Water Resources Engineering QUESTIONS AND ANSWERS :: part6 : 1 to 5
Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :
1.To estimate the magnitude of a flood with a return period of T years, Gumbel's distribution method requires the following data pertaining to annual flood series i) mean value ii) standard deviation iii) length of record iv) coefficient of skew The correct answer is |
(i) and (ii) |
(i),(iD and (iii) |
(i), (ii) and (iv) |
(i), (ii), (iii) and (iv) |
2.The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be |
20 3/sec |
25 m3/sec |
30 m3/sec |
35 m3/sec |
3.Instantaneous unit hydrograph is a hydrograph of i) unit duration ii) unit rainfall excess iii) infinitely small duration iv) infinitely small rainfall excess The correct answer is |
(i) and (ii) |
(i)and(iv) |
(ii) and (iii) |
(iii) and (iv) |
4.If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be |
1 + (0.9)010 |
1 - (0.9)�l0 |
1/(1-0.9�10) |
1/(1+ 0.9010) |
5.If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that |
demand cannot be met by inflow |
reservoir was not full at the beginning |
both (a) and (b) |
none of the above |
More Irrigation Water Resources Engineering QUESTIONS AND ANSWERS available in next pages
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