Sail E0 Webinar

MCQs

Total Questions : 440 | Page 3 of 44 pages
Question 21. From the pattern of the rainfall shown in the below figure, the total precipitation isFrom The Pattern Of The Rainfall Shown In The Below Figure, ...
  1.    4 cm
  2.    4.5 cm
  3.    5 cm
  4.    5.5 cm
 Discuss Question
Answer: Option D. -> 5.5 cm
Answer: (d).5.5 cm
Question 22. If P and A are the perimeter and area of a drainage basin, its compactness coefficient, isIf P And A Are The Perimeter And Area Of A Drainage Basin, I...
  1.    A
  2.    B
  3.    C
  4.    D
 Discuss Question
Answer: Option C. -> C
Answer: (c).C
Question 23. The rate of rainfall for successive 10 minute periods of a 60 minute duration storm, are shown in the below figure. If the value of φindex is 3 cm/hour, the run off will beThe Rate Of Rainfall For Successive 10 Minute Periods Of A 6...
  1.    2 cm
  2.    3 cm
  3.    4 cm
  4.    5 cm
 Discuss Question
Answer: Option B. -> 3 cm
Answer: (b).3 cm
Question 24. Izzard formula for the time of concentration in minutes for the plots having no channels, is (where Lo is the length of overland flow in metres and Kp rainfall intensity in cm/hour)Izzard Formula For The Time Of Concentration In Minutes For ...
  1.    A
  2.    B
  3.    c
  4.    D
 Discuss Question
Answer: Option A. -> A
Answer: (a).A
Question 25. From the data of the rain storm shown in the below figure, the value of Windex isFrom The Data Of The Rain Storm Shown In The Below Figure, T...
  1.    1.5 cm/hour
  2.    2 cm/hour
  3.    2.5 cm/hour
  4.    2.5 cm/hour
 Discuss Question
Answer: Option D. -> 2.5 cm/hour
Answer: (d).2.5 cm/hour
Question 26. The best unit period of a unit hydrograph, is equal to basin lag divided by
  1.    2
  2.    3
  3.    4
  4.    5
 Discuss Question
Answer: Option C. -> 4
Answer: (c).4
Question 27. Ryve's formula for flood estimate in cumecs, is
  1.    Q = CA^3/4
  2.    Q = CA^2/3
  3.    Q = CA^1/2
  4.    Q = CA^1/4.
 Discuss Question
Answer: Option B. -> Q = CA^2/3
Answer: (b).Q = CA^2/3
Question 28. If total run off of a basin of 50 hectares is 0.8 cm, the ordinate of Bernard's distribution graph, may be calculated by the formula (where Q is the discharge in cumecs at the given time)
  1.    y = 50 Q
  2.    y = 100 Q
  3.    y = 150 Q
  4.    y = 250 Q
 Discuss Question
Answer: Option D. -> y = 250 Q
Answer: (d).y = 250 Q
Question 29. Levees and flood walls,
  1.    are designed to carry unbalanced water load
  2.    are designed with adequate dimensions
  3.    are means of controlling floods
  4.    are never provided free-boards.
 Discuss Question
Answer: Option D. -> are never provided free-boards.
Answer: (d).are never provided free-boards.
Question 30. Pick up the correct statement from the following :
  1.    The zone below water table, is called zone of saturation
  2.    The zone above water table, is called zone of aeration
  3.    The water which exists in the zone of saturation, is called ground water
  4.    All the above.
 Discuss Question
Answer: Option D. -> All the above.
Answer: (d).All the above.

Latest Videos
Chapter 1 - GLOBAL STEEL SCENARIO & INDIAN STEEL INDUSTRY Part 1 : (13-04-2024) INDUSTRY AND COMPANY AWARENESS (ICA)
Direction Sense Test Part 1 Reasoning (Hindi)
Chapter 1 - RMHP / OHP / OB & BP Part 1 : (14-02-2024) GPOE
Cube & Cuboid Part 1 Reasoning (Hindi)
Data Interpretation (DI) Basic Concept Reasoning (Hindi)
Counting Figures Part 1 Counting Of Straight Lines Reasoning (Hindi)
Sail E0 free webinar Webinars
Real Numbers Part 7 Class 10 Maths
Real Numbers Part 1 Class 10 Maths
Polynomials Part 1 Class 10 Maths

Latest Test Papers

GPOE / GPA Combined 1 Free Mock Test SAIL JO E-0 2024
ICA Combined 1 Free Revision Test SAIL JO E-0
RDIC Review Test SAIL JO E-0
Pie Chart - Test Paper 1 Data Interpretation Reasoning & DI
RSP Combined 1 Free Revision Test SAIL JO E-0