PREPARING IRRIGATION ENGINEERING FOR GATE – CIVIL ENGINEERING

Posted by under Civil Engineering on December 29, 2018

In this blog I will be discussing on how to prepare for Irrigation Engineering. This subject contains very few & small chapters and most of the questions asked can be easily answered if you focus on these chapters.

A rough breakup of questions of various chapters in last 30 years in GATE is as follows:

Sl No Topic No. of Questions
1 mark 2 marks 5 marks
1 Water Requirement of Crops 8 15 2
2 Gravity Dams and Spillways 3 1 1
3 Diversion Headworks 5 1
4 Design of Unlined & Lined Canals 4 4
5 Cross Drainage Works & Canal Regulation Works 1

If we check the last 5 years GATE papers, we can see that Hydrology and Irrigation Engineering together carry 6-9 marks.

Time Required for Preparation (for Irrigation)

7 days (if you have 8-10 months of preparation) with 4 hours daily

3-4 days (if you have 4-5 months of preparation) with 7-8 hours daily

In this blog I will be dealing with Irrigation and hydraulic structures (Hydrology is discussed in a separate BLOG-7).  Try to maintain a formula sheet as there will many empirical formulas also.  The textbook(s) to be referred are mentioned in BLOG-3 which you can utilize.

WATER REQUIREMENT OF CROPS (2 DAYS) : This is the most important topic from which a numerical question (even NAT type) is frequently asked in many forms.

  • Quality of Irrigation water, concentration of soluble salts, consumptive use of water, SAR;
  • Basic definitions of soil moisture, Field capacity, wilting point, equivalent depth and readily available moisture depth, frequency of irrigation, Duty-Delta & Base Period, Kor depth & period, time factor, crop period, Palao irrigation are some terms you should definitely study.
  • Irrigation efficiencies: There are different types of efficiencies; some you can visualize easily (like conveyance, application), while others are just direct formula based (distribution), so note all of them down in formula sheet. Also remember Rabi and Kharif seasons, different cultivated areas, Net & Gross Irrigation requirements.  Practice 10-12 numericals.
  • Methods of Irrigation is also included in this chapter; only basic definitions about different methods are needed.

GRAVITY DAMS AND SPILLWAYS (1 DAY) Design of dam is itself a very big topic.  But concepts important for GATE are forces acting on gravity dams, modes of failures (crushing, overturning, tension and sliding) & their factors of safety, principle stresses.  Practice 2-3 numerical questions in full length related to these topics.

DIVERSION HEADWORKS (1 DAY) Different types of diversion head works (weirs in detail), Creep theories (Bligh’s, Lanes), Khosla’s theory are important.  Practice numerical questions related to creep coefficients, uplift pressure heads.

DESIGN OF UNLINED & LINED CANALS (1-2 DAYS)This is another very important topic, both from theoretical and numerical point of view.  Kennedy’s theory and Lacey’s theory are important; understand the basic difference/comparison (true, initial & final regime) b/w the two from theoretical point of view.  They both use their own set of formulas for design, which are complicated but, unfortunately, you have to remember.  Formula sheet!  Practice 2 numericals for each theory.

In lined canals, just understand mechanics of sediment transport (tractive τo=γRS), Shield’s formula for non-scouring/no erosion of side banks (critical τc=γd/11) & stability of bed­o<τc OR d>11RS).  You can practice these numericals while giving test-series directly.

CROSS DRAINAGE WORKS & CANAL REGULATION WORKS (1 DAY)In depth study of these chapters are not needed, read once.  However give importance to canal modules.


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