PAES 601 Flashcards

General Terms (64 cards)

1
Q

PAES 601:2016?

A

General Irrigation Terminologies

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2
Q

areas open for public entry such as golf courses, public and private parks,
playgrounds, schoolyards and playing fields, residential landscapes and industrial
park landscapes

A

access areas

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3
Q

volume of water stored in reservoir between the minimum water level and normal
water level

A

active storage

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4
Q

rate of evapotranspiration equal to or smaller than predicted crop evapotranpiration as
affected by the level of available soil water, salinity, field size or other causes

A

actual crop evapotranspiration

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5
Q

rise in maximum flood level from the original unobstructed flood level which result
after an obstruction to the flow such as a dam, has been introduced

A

afflux elevation

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6
Q

overgrowths of algae in water producing dangerous toxins in fresh or marine water

A

algal bloom

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7
Q

ratio of the average depth of irrigation water infiltrated and stored in the root zone to
the average depth of irrigation water applied

A

application efficiency

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8
Q

geologic formation which contains water and transmits it at a rate sufficient to be
economically developed for pumping artificially developed well

A

aquifer

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9
Q

cross-sectional area of the flow which is measured perpendicular to the direction of
flow

A

area

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10
Q

field that is level in all directions, encompassed by a dike to prevent runoff, and
provides an undirected flow of water onto the field

A

basin

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11
Q

type of surface irrigation where water is applied to the basin through a gap in the
perimeter dike or adjacent ditch; water is retained until it infiltrates into the soil or the
excess is drained off

A

basin irrigation

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12
Q

maximum average contact pressure between the foundation and the soil which should
not produce shear failure in the soil

A

bearing capacity

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13
Q

method of irrigation which makes use of parallel border strips where the water flows
down the slope at a nearly uniform depth

A

border irrigation

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14
Q

area of land bounded by two border ridges or dikes that guide the irrigation stream
from the inlet point of application to the ends of the strip

A

border strip

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15
Q

inclination or elevation drop per unit length of the channel bottom

A

channel bed slope

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16
Q

groundwater that is confined by relatively impermeable layer

A

confined aquifer

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17
Q

introduction of substances not found in the natural composition of water that make the
water less desirable or unfit for intended use

A

contamination

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18
Q

ratio between water received at the inlet for a block of fields to that released at the
project’s headwork

A

conveyance efficiency

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19
Q

loss of water from a channel during transport due to seepage and percolation

A

conveyance loss

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20
Q

depth of water flow where the energy content is at minimum hence, no other
backwater forces are involved

A

critical depth

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21
Q

ratio of the actual crop evpotranspiration to its potential evapotranspiration

A

crop coefficient

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22
Q

ratio of the actual crop evpotranspiration to its potential evapotranspiration

A

crop coefficient

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23
Q

rate of evapotranspiration of a disease-free crop growing in a large field (one or more
ha) under optimal soil conditions, including sufficient water and fertilizer and
achieving full production potential of that crop under the given growing environment;
includes water loss through transpiration by the vegetation, and vaporation from the
soil surface and wet leaves

A

crop evapotranspiration

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24
Q

sequence of different crops grown in regular order on any particular field or fields

A

cropping pattern

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25
any barrier constructed to store water
dam
26
vertical distance from lowest point of the ground line to the dam crest
dam height
27
volume below the intake structure; sediment volume based on 25 years of accumulation in the reservoir
dead storage
28
depth of water in the channel cross-section
depth
29
actual height of the embankment after settlement
designed height
30
maximum area which an irrigation project can serve considering the extent of arable lands and the available water supply
design irrigable area
31
numerical value on the uniformity of application for agricultural irrigation systems
distribution uniformity
32
structure or weir provided across the river or creek to raise its water level and divert the water into the main canal to facilitate irrigation by gravity
diversion dam
33
the total quantity of water diverted from a stream, lake, or reservoir, or removed from the ground in order to irrigate a crop
diversion water requirement
34
trickle irrigation involves dripping water onto the soil at very low rates (2-20 litres/hour) from the emitters where water is applied close to plants so that only part of the soil in which the roots grow is wetted
drip irrigation
35
in-line canal structure designed to convey canal water from a higher level to a lower level, duly dissipating the excess energy resulting from the drop in elevation
drop
36
amount of rainwater that falls directly on the field and is used by the crop for growth and development excluding deep percolation, surface runoff and interception
effective rainfall
37
soil depth from which the bulk of the roots of the crop extracts most of the water needed for evapotranspiration
effective rooting depth
38
effective size | -particle diameter corresponding to a ____ sieve passing
10%
39
discharges from known sources which is passed into a body of water or land, or wastewater flowing out of a manufacturing plant, industrial plant including domestic, commercial and recreational facilities
effluent
40
any legal restriction or limitation on quantities, rates, and/or concentrations or any combination thereof, of physical, chemical or biological parameters of effluent which a person or point source is allowed to delivery into a body of water or land
effluent standard
41
water conveying conduit or trough which is supported on abutments by piers
elevated flume
42
spacing between emitters or emission points along a lateral line
emitter spacing
43
applicator used in drip, subsurface, or bubbler irrigation designed to disspate pressure and to discharge a small uniform flow or trickle of water at a constant rate that does not vary significantly because of minor differences in pressure
emitters
44
specific energy line | grade line of the water surface profile plus the velocity head in open channels
energy grade line
45
provision for passing of equipment and small machinery
equipment crossing
46
combination of water transpired from vegetation and evaporated from the soil, water, and plant surfaces.
evapotranspiration
47
channel which conveys irrigation water from the turnout to the paddy field
farm ditch
48
dam component which prevents migration of small particles and screen off fine materials that flow with seepage water and prevent piping
filter drain
49
height of the embankment to be attained during construction
finished height
50
amount of water to replenish the crop water requirement and losses less the effective rainfall
farm water requirement
51
additional height of the dam provided as a safety factor to prevent overtopping by wave action or other cause
freeboard
52
small parallel channels, made to carry water in order to irrigate the crop
furrows
53
method of irrigation where water runs through small parallel channels as it moves down the slope of the field
furrow irrigation
54
small channel along one part of a field that is used for distributing water in surface irrigation
head ditch | supply ditch
55
dam composed of a single kind of embankment material exclusive for slope protection
homogeneous embankment
56
ratio of flow area to the wetted top width
hydraulic depth
57
profile of the free water surface
hydraulic grade line
58
occurs when a thin sheet of incoming flow moving at high velocity strikes water of sufficient depth
hydraulic jump
59
cross-sectional area of flow divided by the wetted perimeter
hydraulic radius
60
estimation of the chance or likelihood of occurrence of a given event by determining the frequency curves of best fit to samples of hydrologic data
hydrologic frequency analysis
61
inside slope
slope of the upstream face of the embankment
62
inside bottom or sill of t the conduit
invert
63
closed conduit designed to convey canal water in full and under pressure running condition, to convey canal water by gravity under roadways, railways, drainage channels and local depressions
inverted siphon
64
time required to cover an area with one application of water
irrigation period