Irrigation Engineering Set 7

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This set of Irrigation Engineering Multiple Choice Questions & Answers (MCQs) focuses on Irrigation Engineering Set 7

Q1 | A baffle wall is a sort of low weir constructed at the end of the cistern to
Q2 | The function of a barrage is different to that a weir.
Q3 | The irrigation engineering may be defined as
Q4 | Liquid precipitation consists of
Q5 | The main cause of silting in channel is
Q6 | Lacey's theory as applied to channel design, involves trial and error procedure.
Q7 | The ratio between the area of a crop irrigated and the quantity of water required during its entire period of the growth, is known as
Q8 | The loss of head per unit length of creep is called
Q9 | The basic factor which controls the process of meandering is
Q10 | In a flexible outlet, the discharge depends upon the
Q11 | A river meandering through an alluvial plain has a series of consecutive curves of reversed order connected with short straight sketches, is called
Q12 | The water shed canal is also called
Q13 | In an Inglis type fall, the baffle holds the jump stable on a horizontal platform.
Q14 | The borrow pits should, preferably, be taken from
Q15 | Rivers on alluvial plains may be
Q16 | A canal sligned nearly parallel to the contours of a country, is known as
Q17 | The duty at outlet is called capacity factor.
Q18 | The duty is largest
Q19 | The knowledge of hydrology is necessary in civil engineering for
Q20 | Nawab Jang Bahadur formula is used to estimate the flood discharge of American catchments
Q21 | For closed growing crops (such as wheat), the method of irrigation used is
Q22 | The crest of the under-sluices should be lower than the crest of the head regulator (if silt excluder is provided by at least
Q23 | In Bligh's creep theory, it is assumed that the percolation water creep
Q24 | When the irrigation canal and the drain are at the same level, then the cross drainage work is achieved by providing a
Q25 | The amount of precipitation is measured by