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Download GTU BE/B.Tech 2018 Winter 7th Sem Old 170602 Irrigation Engineering Question Paper

Download GTU (Gujarat Technological University) BE/BTech (Bachelor of Engineering / Bachelor of Technology) 2018 Winter 7th Sem Old 170602 Irrigation Engineering Previous Question Paper

This post was last modified on 20 February 2020

GTU BE/B.Tech 2018 Winter Question Papers || Gujarat Technological University



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GUJARAT TECHNOLOGICAL UNIVERSITY

BE - SEMESTER-VII (OLD) EXAMINATION — WINTER 2018


Subject Code: 170602 Date: 19/11/2018

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Subject Name: Irrigation Engineering

Time: 10:30 AM TO 01:00 PM Total Marks: 70


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Instructions:



  1. Attempt all questions.

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  3. Make suitable assumptions wherever necessary.

  4. Figures to the right indicate full marks.

Q.1 (a) Define duty and delta. Derive a relationship between duty and delta for a given base period. Also briefly discuss factors affecting duty. [07]

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(b) Define diversion headwork. Describe the function of each component of diversion head work with a neat diagram. [07]

Q.2 (a) Differentiate between the following: [07]

(1) Sprinkler Irrigation and Drip Irrigation

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(i) Weir and Barrage

(b) Explain various irrigation efficiencies. [07]


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OR


(b) Discuss classification of soil moisture. Also explain significance of field capacity and permanent wilting point in deciding frequency of irrigation. [07]

Q.3 (a) Explain Lacey’s silt theory. Using Lacey’s basic regime equations derive an expression for scour depth. [07]

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(b) What do you mean by lining a canal? What are the advantages of it? [07]


OR


Q.3 (a) Describe Khosla’s theory elaborating its salient features clearly with flownet. [07]

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(b) Discuss causes of failure of weirs and explain measures to prevent such failures. [07]

Q.4 (a) What do you mean by water logging of soil? How would you prevent it? [07]

(b) A water course has CCA of 2600 hectares, out of which the intensities of irrigation for perennial sugarcane and rice crops are 20% and 40% respectively, The duty for these crops at the head of water course are 750 hect/cumec and 1800 hect/cumec respectively, Find the discharge required at the head of water course if the peak demand is 20% higher than average requirement. [07]

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OR


Q.4 (a) Explain the necessity of canal fall. Why is the ‘Cistern’ provided below the canal fall? [07]

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(b) Design an irrigation canal to carry discharge 5 cumecs. Take m=1.0, N=0.0225, and B/D ratio = 4.40. [07]

Q.5 (a) Differentiate between the Aqueduct and siphon Aqueduct and mention the functions of cross regulator. [07]

(b) What are the different types of irrigation schemes? Discuss the salient features of each. [07]


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OR


Q.5 (a) Write short note on [07]

(1) Silt control devices (2) Canal escape

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(b) Explain border strip method of irrigation with neat sketch. [07]

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