Irrigation Engineering [1]

86) According to Dicken’s formula, the flood discharge (Q) in cumecs is given by [where C = Flood coefficient, and A = Area of basin in sq km.]

  • (a) Q = CA2/3
  • (b) Q = CA3/4
  • (c) Q = CA5/6
  • (d) Q = CA7/8

87) For Madras catchments, the flood discharge is estimated from Q = CA2/3. This formula is known as

  • (a) Dicken’s formula
  • (b) Ryve’s formula
  • (c) Nawab Jang Bahadur formula
  • (d) Inglis formula

88) According to Fanning’s formula, the flood discharge (Q) in cumecs is given by

  • (a) Q = CA2/3
  • (b) Q = CA3/4
  • (c) Q = CA5/6
  • (d) Q = CA7/8

89) Inglis formula is used for estimating flood discharge for

  • (a) the catchments of former Bombay Presidency
  • (b) the catchments of old Hyderabad State
  • (c) the Madras catchments
  • (d) none of the above

90) Nawab Jang Bahadur formula is used to estimate the flood discharge of American catchments.

  • (a) Right
  • (b) Wrong

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