WorksheetsIrrigation Engg Quiz 2 (Module 3 and 4)
Total questions: 35
Worksheet time: 18mins
Name
Class
Date
1.
It is the amount of water required to compensate for the evapotranspiration loss from the cropped field.
a)
Water crop requirement
b)
Evaporation
c)
Infiltration
d)
Transpiration loss
2.
It is defined as the depth (or amount) of water needed to meet the water loss through evapotranspiration.
a)
Evaporation
b)
Infiltration
c)
Transpiration loss
d)
Water crop need
3.
Which is NOT a factor affecting the water requirement?
a)
Water Table
b)
Climate
c)
Ground Slope
d)
Run-off coefficient
4.
The whole area enclosed between an imaginary boundary line which can be included in an irrigation project for supplying water to agricultural land by the network of canal.
a)
Gross Command Area
b)
Unculturable Area
c)
Culturable Area
d)
Culturable Command Area
5.
The area where agriculture cannot be done, and crops cannot be grown.
a)
Gross Command Area
b)
Unculturable Area
c)
Culturable Area
d)
Culturable Command Area
6.
The area where agriculture can be done satisfactorily.
a)
Gross Command Area
b)
Unculturable Area
c)
Culturable Area
d)
Culturable Command Area
7.
The total area within an irrigation project where the cultivation can be done, and crops can be grown.
a)
Gross Command Area
b)
Unculturable Area
c)
Culturable Area
d)
Culturable Command Area
8.
Is defined as the ratio of the cultivated land for a particular crop to the culturable command area.
a)
Intensity of Irrigation
b)
Time Factor
c)
Capacity Factor
d)
Crop Season
9.
The ratio of the number of days the canal has actually been kept open to the number of days the canal was designed to remain open during the base period.
a)
Intensity of Irrigation
b)
Time Factor
c)
Capacity Factor
d)
Crop Season
10.
The ratio of the average discharge to the maximum discharge.
a)
Intensity of Irrigation
b)
Time Factor
c)
Capacity Factor
d)
Crop Season
11.
The period during which some particular crops can be grown every year on the same land.
a)
Intensity of Irrigation
b)
Time Factor
c)
Capacity Factor
d)
Crop Season
12.
The process of changing the type of crop for the cultivation on the same land.
a)
Crop Rotation
b)
Crop Period
c)
Crop Ratio
d)
Cumec Day
13.
It is defined as the total period from the sowing of a crop to the time of harvesting.
a)
Crop Rotation
b)
Crop Period
c)
Crop Ratio
d)
Cumec Day
14.
It is defined as the ratio of the areas of the two main crops.
a)
Crop Rotation
b)
Crop Period
c)
Crop Ratio
d)
Cumec Day
15.
The quantity of water flowing continuously for one day at the rate of one cumec.
a)
Crop Rotation
b)
Crop Period
c)
Crop Ratio
d)
Cumec Day
16.
It is reshaping of the field surface to a planned grade. It is necessary in making a suitable field surface to control the flow of water, to check soil erosion and provide surface drainage.
a)
Land grading
b)
Land clearing
c)
Rough grading
d)
Land levelling
17.
It is the removal of abrupt irregularities such as dunes and rings, filling of pits, depressions and gullies.
a)
Land grading
b)
Land clearing
c)
Rough grading
d)
Land levelling
18.
It consists of removing of some or all the trees, vegetations, trash and boulders from the area specified for land grading.
a)
Land grading
b)
Land clearing
c)
Rough grading
d)
Land levelling
19.
It refers to a broad class of irrigation methods in which water is distributed over the field by overland flow.
a)
Surface irrigation
b)
Sprinkler irrigation
c)
Sub-surface irrigation
d)
Drip Irrigation
20.
This method makes use of parallel earth rides to guide a sheet of flowing water across a field.
a)
Surface irrigation
b)
Sprinkler irrigation
c)
Sub-surface irrigation
d)
Border Irrigation
21.
A type of irrigation that avoids flooding the entire field surface by channeling the flow along the primary direction of the field using 'furrows system.
a)
Furrow irrigation
b)
Sprinkler irrigation
c)
Sub-surface irrigation
d)
Border Irrigation
22.
In this type of irrigation, water is put into pipes, pressurized and precisely delivered to plants. This method saves much more water than traditional surface flow irrigation.
a)
Furrow irrigation
b)
Pressurized irrigation
c)
Sub-surface irrigation
d)
Border Irrigation
23.
It is a method of applying irrigation water which is similar to natural rainfall.
a)
Furrow irrigation
b)
Sprinkler irrigation
c)
Sub-surface irrigation
d)
Border Irrigation
24.
It is sometimes called trickle irrigation and involves dripping water onto the soil at very low rates.
a)
Surface irrigation
b)
Sprinkler irrigation
c)
Sub-surface irrigation
d)
Drip Irrigation
25.
These are engineering constructions designed and mechanically fit for managing and utilizing water resources to the best advantage of the human being and environment.
a)
Hydraulic Structures
b)
Reservoir
c)
Dam
d)
Canal headworks
26.
It is a barrier across flowing water that obstructs, directs or retards the flow, often creating a Reservoir.
a)
Hydraulic Structures
b)
Reservoir
c)
Dam
d)
Canal headworks
27.
It is an artificial lake created by flooding land behind a dam.
a)
Hydraulic Structures
b)
Reservoir
c)
Dam
d)
Canal headworks
28.
These can be defined as dams constructed of natural materials excavated or obtained from the vicinity of the dam site.
a)
Embankment Dams
b)
Gravity Dams
c)
Concrete Dams
d)
Arch dams
29.
It is the most ancient type of embankments, as they can be built with natural materials with a minimum of processing and primitive equipment.
a)
Gravity Dams
b)
Concrete Dams
c)
Earth Dams
d)
Arch dams
30.
The embankment is constructed in successive, mechanically compacted layers.
a)
Rolled-Fill Dams
b)
Concrete Dams
c)
Earth Dams
d)
Hydraulic Fill dams
31.
It is the vertical distance between the maximum reservoir level and the top of the dam.
a)
Crest
b)
Freeboard
c)
Toe
d)
Hill
32.
The method used for examining the stability of slopes of earthen embankments is called ___.
a)
Method of Slices
b)
Seepage analysis
c)
Slope Stability
d)
Dam Analysis
33.
In slope stability, the earth mass is divided into a number of vertical segments called ____.
a)
Integrals
b)
Slices
c)
Parts
d)
Critical Circles
34.
In mohr-columb analysis, (phi) represent what parameter?
a)
Cohesion
b)
Angle of Internal friction
c)
Unit weight
d)
Curve length
35.
Which one is NOT a cause of failure of earth dams?
a)
Seepage
b)
Structural
c)
Hydraulic failures
d)
Environmental issues
100 %
