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Water Resource Engineering (AICTE - January- 2023)

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.1

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(200)

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(4)

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(7)



 .2

(4 x 5 = 20 Marks)



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(5)

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(500)

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(3)

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(5)

 .3

(3 x 10 = 30 Marks)

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(10)

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1

  

 

 

 

 

 

Isohytes i.

Rainfall (d) Humidity (c) Height (b) Pressure (a)

 

 

Precipitation ii.

All of these (d) Hails(c) Snow (b) Rain (a)

 

Runoff .iii

Cubic metres per second (b) Cubic metres (a) Cubic metres per hour (d) Cubic metres per minutes (c)



Symon's Rain Gauge .iv Weighing type gauge (b) Tipping bucket gauge (a)

Non Recoding gauge(d) Float type recoding gauge (c)

 

Crop Period .v

 

 

 

 

 

Diploma in Engineering

V Semester Exams: AICTE - January- 2023 DPCE511PCT - Water Resource Engineering

Total Time : 3 hrs Total Marks :60

P.T.O. 1/2

(2)

Culturable command area = Gross command area-unculturable area .vi

(True/False)

 

Maximum Flood Discharge

 

Maximum Rainfall .vii

(True/False)

   

---

           

Ogee Spillway .viii

 

---Elementary Profile

Gravity Dam .ix None (d) Sqaure (c) Triangular (b) Trapeziodal (a)

  

Canal Lining

.x

 



 

 

 

 

 

 

 

920

      

120

   

.2

  

Hydrological

  

Hydrology .3

       

Barrage

 

Weir .4

 

 

.5

Sprinkler Irrigation (b) Duty and Delta (a)

 

 

 

Siphon Spillway

          

.6

 

Pheratic Line

 

Saturation Gradient

   

Earthen Dam .7

 

 

 

 

 

 

 

 

Canal Alignment .8

 

 

 

 

 

Irrigation

      

Irrigation .9

 

 

'Middle Third Rule'

              

Drainage Gallery .10

                    

Gravity Dams .11

 

 

 

Silt

    

Water Quality Requirements

 

Irrigation .12

 

 

 

 

 

.13

Head Regulator (c) Ryve's and Dicken's Formula (b) Float type rain gauge (a)

2/2

Referensi