記憶度
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1
is the application of water to create a condition in the soil that is favorable for plant growth.
Irrigation
2
provides the moisture needed by the crop that is not satisfied by rainfall.
Irrigation
3
refers to the controlled application of water from agriculture through man-made systems.
Irrigation
4
is the removal of excess water in the soil to create conditions suitable for plant growth.
Drainage
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refers to the relative proportion of various size groups of individual soil grains. It is determined by the relative proportion of sand, silt, and clay fractions present in the soil.
Soil texture
6
the arrangements of primary particles in the soil into units or peds
Soil structure
7
the ratio of the void volume to the total soil volume. It is denoted by the letter “n”.
porosity
8
The measure of the amount of water in the soil. It can be expressed as a dry mass basis or volume basis.
Moisture content
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The ratio of the weight of water to the dry weight of the soil
Dry Mass Basis
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the ratio of the volume of water to the total soil volume
Volume Basis
11
methods in measuring soil moisture
Gravimetric Method , Soil Moisture Sensors, Remote Sensing
12
the ratio of the dry weight of the soil to the volume of the soil particles
Particle density
13
ratio of the bulk density of the soil with the density of water; it is the ratio of the weight of soil to the weight of water with volume equal to the total soil volume
Apparent specific gravity
14
ratio of the particle density of the soil with the density of water; it is the ratio of the weight of soil to the weight of water with volume equal to the volume of the soil particles alone
Real specific gravity
15
the amount of water a soil profile will hold against drainage by gravity at a specified time (usually from 24 to 48 hours) after a thorough wetting. (2) the moisture content of the soil when gravitational water has been removed (after irrigation by flooding). It is usually determined few days after irrigation. The soil moisture tension at this point is normally between 1/10 to 1/3 atmosphere.
Field Capacity
16
the amount of water the soil profile will hold when all its pore spaces are filled up with water
Saturation Point
17
the difference in moisture content of the soil between field capacity and the permanent wilting point.
Available Moisture
18
the soil moisture content when plants permanently wilt. The soil moisture tension at this point is about 15 atmospheres
Permanent Wilting Point
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that portion of the available moisture that is most easily extracted by plants; this is approximately 75% of the available moisture
Readily Available Moisture
20
is a continuous movement of water between hydrosphere, atmosphere, and lithosphere in a cyclic manner.
The Hydrologic Cycle
21
the process of a liquid's surface changing to a gas.
Evaporation
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the process of a gas changing to a liquid.
Condensation
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describes any liquid or solid water that falls to Earth as a result of condensation in the atmosphere.
Precipitation
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takes place when the water is absorbed by vegetation cover and trees, absorbed into the ground, or stored in puddles and land formations such as furrows and streamlets.
Interception
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physical process involving the slow passage of water through the soil.
Infiltration
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the flow of water through the soil and rocks by the influence of capillary and gravity forces.
Percolation
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is a process in all plants that normally takes place during the day, giving off water vapor from the leaves openings.
Transpiration
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as the portion of rainfall, snowmelt, and/or irrigation water that runs over the soil surface toward the stream rather than infiltrating into the soil.
Runoff
29
kinds of runoff
Surface Runoff, Interflow – subsurface runoff , Baseflow
30
Water used for irrigation comes from?
surface water or groundwater
31
Water Sources for Irrigation
Surface water, Groundwater
32
Refers to the water that is above the Earth’s surface. Includes lakes, rivers, and man-made reservoir such as dams. It is highly prone to pollution.
Surface water
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Refers to the water that is below the Earth’s surface. Less prone to pollution
Groundwater
34
are used all over the world as sources of irrigation water
Rivers
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water is directly diverted from the river without any structures, dams or other devices. The off-take canal is directly excavated through the river bank and no gate is provided
Direct River Diversion
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To avoid the problems caused by fluctuating water levels in a river, a weir can be built across the river.
River diversion using weir
37
is an artificial lake. It can be formed by building a dam across a valley, by excavating the land or by surrounding apiece of land with dykes
Reservoir
38
are supplied with water by rainfall that falls directly on the surface of the lake, by water run-off from the adjacent landand small streams, or by groundwater that seeps through the soil to the lowest point which is the lake.
Lakes
39
an important source of irrigation water, especially for small-scale irrigation projects. Because it is only available below ground level, it must be lifted, or pumped before it can be used
groundwater
40
a body that does not allow transmission of a significant amount of water, such as clay, a till, or a poorly fractured igneous or metamorphic rocks.
Aquitard
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any water bearing, permeable geological formation that stores and transmits water
Aquifer
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an impermeable body of rock which contains no interconnected openings or interstices and therefore neither absorbs nor transmits water
Aquifuge
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impermeable formation which contains water
Aquiclude
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Types of Aquifer
Unconfined Aquifer , Confined Aquifer, Perched Aquifer
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An aquifer that is exposed at the ground surface that is the aquifer formation extends essentially to the land surface.
Unconfined Aquifer
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It is the one in which groundwater is confined under pressure greater than the atmospheric pressure by overlying and underlying impervious layers.
Confined Aquifer
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Special type of unconfined aquifer and occurs when the ground water body is separated from the main ground water by a relatively impermeable stratum of small aerial extend and by the zone of aeration above the main body of groundwater.
Perched Aquifer
48
A well that brings groundwater to the surface without pumping because it is under pressure within a body of rock and/or sediments known as an aquifer.
Artesian Wells
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is the movement of irrigation water from a source. It is usually done using a simple earth canal or a network of control structures,channels, and distribution system
Water conveyance
50
usually a reservoir, surface water such as swamps, rivers, or lakes, or a pumping station with either a surface or groundwater source. It directs water into the irrigation system.
Main intake structure
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transports water from the main intake structure or main pumping station up to the farm ditches.
The conveyance system
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is on the transport of water through field ditches to the fields to be irrigated
distribution system
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assures the transport of water within the fields
field application system
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removes the excess water from the fields.
drainage system
55
are due to operator or technician skill, which may affect the volume delivered to the farm
Operation losses
56
sometimes, this is considered negligible and are not included in the estimation process.
Evaporation losses
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this is the most significant loss that should be considered for efficiency improvement. It is defined as the downward and lateral movement of water into the soil.
Seepage losses
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cross sectional area of a conveyance channel measured perpendicular to the direction of flow
Area
59
elevation drop per unit length of the channel bottom
Channel bed slope
60
depth of water in the channel cross section
Depth
61
grade line of the water surface profile plus the velocity head in open channels.
Energy grade line
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vertical line from the top of the channel to the water surface at the design condition.
Free board
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ratio of flow area to the wetted top width
Hydraulic depth
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cross sectional area of flow divided by the wetted perimeter
Hydraulic radius
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canals with impermeable material for channel stabilization and/or reduced seepage.
Lined channel
66
constant flow depth along a longitudinal section of a channel under a uniform flow condition
Normal depth
67
water flow that is conveyed in such a manner that top surface is exposed to the atmosphere such as flow in canals, ditches, drainage channels, culverts, and pipes under partially full flow conditions.
Open channel flow
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slope of the free water surface
Slope of the hydraulic grade line
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slope of the water surface profile plus the velocity head in open channels
Slope of the energy grade line
70
ratio of the horizontal to vertical dimension of the channel wall
Side slope