問題一覧
1
Areas open for public entry, such as golf courses, public and private parks, playgrounds school yards and paying fields, residential landscapes and industrial park landscapes
Access areas
2
Volume of water stored in reservoir between the minimum water level and normal water level
Active storage
3
Rate of evapotranspiration, equal to, or smaller than predicted graph evapotranspiration as affected by the level of available, soil, water, salinity, field size or other causes
Actual crop Evapotranspiration
4
Rice in maximum flat level from the original unobstructed flood level, which result after an obstruction to the flow, such as dam has been controlled
afflux elevation
5
Overgrowth of algae in water producing dangerous toxins in fresh or marine water
Algal Bloom
6
Ratio of the average depth of irrigation, water, infiltrated, and stored in the root zone to the average depth of irrigation water applied
Application efficiency
7
Geologic formation, which contains water and transmits it at a rate sufficient to be economically developed from pumping artificially developed well
Aquifer
8
Cross-sectional area of the flow, which is measured perpendicular to the direction of the flow
Area
9
Field that is level in all directions encompassed by a dike to prevent runoff and provides an undirected flow of water onto the field
Basin
10
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 excess is drained off
Basin irrigation
11
Maximum average contact pressure between the foundation and the soil, which should not produce shear failure in the soil
Bearing capacity
12
Method of irrigation, which makes use of parallel border strips, where the water flows down the slope at the nearly uniform depth
Border irrigation
13
Area of land bounded by two border ridges, or dikes, that guides the irrigation stream from the inlet point of application to the end of the strip
Border strip
14
Inclination or elevation, drop per unit length of the channel bottom
Channel bed slope
15
Groundwater that is confined by relatively impermeable layer
Confined aquifer
16
Introduction of substances, not found in the natural composition of water that make the water, less desirable or unfit for intended use
Contamination
17
Ratio between water received at the inlet for a block of fields to that release at the project headwork
Conveyance efficiency
18
Loss of water from a channel during transport, due to seepage and percolation
Conveyance loss
19
Depth of water flow where the energy content is at minimum hence no other backwater forces are involved
Critical depth
20
Ratio of the actual crop evapotranspiration to its potential evapotranspiration
Crop coefficient
21
Rate of transpiration of a disease-free crop growing in a large field, one or more hectar 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 evaporation from the soil, water and wet leaves
crop evapotranspiration
22
Sequence of different crops, grown in regular order on any particular field or fields
Cropping pattern
23
Amount of water used in producing crops, which is the sum of a transpiration or consumptive use plus seepage and percolation losses
Crop water requirements
24
Any barrier constructed to store water
dam
25
Vertical distance from lowest point of the ground line to the dam crest
dam height
26
Volume below the intake, structure, sediment, volume based on 25 years of accumulation in the reservoir
Dead storage
27
Depth of water in the channel cross-section
Depth
28
Loss of water from a channel during transport, due to seepage and percolation
Conveyance loss
29
Actual height of the embankment after settlement
Designed height
30
Maximum area which an irrigation project conserve, considering the extent of arable lands and 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 into the soil at very low rates (2 to 20 L per hour) from the emitters where water is applied close to plant so that only part of the soil in which the roots grow is wetted
Drip irrigation
35
In-line canal structure designed to convey water from a higher level to a lower level, 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 the 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
Particle diameter corresponding to a 10% seive passing
Effective size
39
Discharges from known sources, which is passed into a body of water or Land or waste water, 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 there of a physical chemical or biological parameters of effluent which a person or point source is allowed to deliver into a body of water or land
effluent standard
41
Water conveying can do it or trough, which is supported on abutments by piers
Elevated flume
42
Spacing between emitters were emission points along a lateral line
emitter spacing
43
Applicator used in drip subsurface or bubbler irrigation designed to the pressure and And to discharge a small uniform, flow or trickle of water at the constant rate, that does not various significantly because of minor differences in pressure
emitters
44
Specific energy line or 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
Chanel which conveys irrigation water from the turnout to the paddy field
Farm ditch
48
Damn component which prevents immigration of small particles and screen of 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 defective rainfall
Farm water requirement
51
Additional height of the dam provided as a safety factor to prevent overstepping by wave action, or other causes
freeboard
52
Small parallel channels made the carry water in order to irrigate the crop
furrow irrigation
53
Supply ditch, small channel along one part of a field that is used for distributing water and surface irrigation
Head ditch
54
Dam composed of a single kind of embankment materials exclusive for slope protection
Homogenous embankment
55
Ratio of low area to the wetted top width
Hydraulic depth
56
Hydraulic gradient profile of the freewater surface
Hydraulic grade line
57
Occurs when a thin sheet of incoming flow, moving at high velocity strikes water of sufficient depth
Hydraulic jump
58
Cross-sectional area of low divided by the wetted perimeter
Hydraulic radius
59
Estimation of the chance, or likelihood of occurrence of a given event, by determining the frequency curves of best fit the samples of hydrologic data
Hydrologic frequency analysis
60
Slope of the upstream face of the embankment
Inside slope
61
Inside bottom or sill of the conduit
Invert
62
Closed conduit designed to convey canal water in full and under pressure running condition to convey canal water by gravity and the roadways relays drainage, channels and local depressions
Inverted siphon
63
Time required to cover an area with one application of water
irrigation period
64
Geological formation shaped by the dissolution of a layer or layers of soluble bedrock usually carbonate rock, such as limestone or dolomite
Karst topography
65
Amount of water required in lowland rice production, which includes water, losses, evaporation, seepage, and percolation and land soaking
Land preparation water requirement
66
Amount of water required in lowland rice production, which is a function of the initial soil moisture, and the physical properties of the soil
Land soaking water requirement
67
Spacing between irrigation laterals
Lateral spacing
68
Deep percolation of water beyond the root zone of plants, resulting in loss of salts or nutrients
leaching
69
Line canal, or canals with impermeable material (usually concrete) for channels stabilization, and or reduce seepage
Lined channel
70
Allowable, pollutant loading limit per unit of time which the waste water generator is permitted to discharge into an receiving body of water or land
Loading limit
71
Portion of the pipe network between the mainline and the laterals
Manifold
72
Measure of the variability of discharge of a random sample of a given make model and size of imitator as provided by a manufacturer, and before any field operation or aging has taken place determined through a discharge test of a sample of 50 m under a set pressure at 200°C
Manufacturer coefficient of variation
73
Spillway, which is not excavated, such as natural, draw saddle or drainage way
Natural spillway
74
Constant flow depth along along to the national section of a channel under the uniform flow condition
Normal depth
75
Maximum elevation of the water surface, which can be attained by the dam or reservoir without flow in the spillway
Normal storage elevation
76
Water flow that is conveyed in such a matter that top surface is exposed to atmospheres, such as flow in canals dishes, drainage, channels, culverts, and pipes under partially flow conditions
Open channel flow
77
Drip emitter spacing, which is 80% of the wetted diameter estimated from field test
optimal emitter spacing
78
Slope at the downstream face of the embankment
Outside slope
79
Ratio between reference of evapotranspiration and water loss by evaporation from an open water surface of a pan
pan coefficient
80
Rate of water loss by evaporation from an open water surface of a pan
pan evaporation
81
Vertical flow of water to below the root zone, which is affected by soil structure, texture, bulk density, mineralogy, organic matter content, salt, type, and concentration
Percolation
82
Method determine the rate of flow under laminar flow conditions through a unit cross-sectional area of soil under unit hydraulic gradient
Permeability test
83
Any substance, whether solid liquid, dashes, or radioactive, which, directly or indirectly, alters the quality of any segment of the receiving water, body or land resource, so as to affect or tend to affect adversely any beneficial use of or is hazardous, or potentially hazardous to health or parts, objectional other temperature change or physical chemical, or biological change to any segment of the water, body or land, or is an excess of the allowable limits of concentration, quality standards, specified in contravention of the condition, limitation or restriction prescribed in this Guidelines
Pollutant
84
Sealed section formed between earth embankments, where combined seepage and percolation will be measured
pond
85
Area capable of being irrigated principally as regards to availability of water, suitable soils, and topography of land
Potential irrigable area
86
Rate of evapotranspiration from a reference surface, which is a hypothetical reference crop with an assumed crop height of 0.2 m fixed surface resistance of 70 seconds per meters and an albedo of 0.23
reference crop evapotranspiration
87
Part of the system that impound the runoff
Reservoir
88
Moisture left in the soil before the initial irrigation water delivery, which describes the extent of water deflation from the soil when the water supply has been cut off
Residual moisture content
89
Areas with limited and three such as freeway, landscape highway medians, and other similar areas
Restricted areas
90
Taking wastewater from one industry or process, treating it, and then using it in another process or industry, such as for irrigation as liquid fertilizer, and for aqua culture
Reuse
91
Convey canal water under roads or railroads
Road crossing
92
Tube or shaft vertically set into the Ground at adapt that is usually less than 15 m for the purpose of bringing groundwater into the soil surface which pumps are set above the water level.
Shallow tubewell
93
Occurrence or frequency of earthquake in origin
seismicity
94
Water escaping below or out from water convenience, facilities, such as open, the chest, canals, natural channels, or waterway
Seepage
95
It is also known as phreatic line
seepage line
96
Line with no filter arrangement where seepage occurs
seepage line
97
Distance from the perimeter of the irrigation area to the community or area of concern that is sensitive to contamination
Setback distance
98
Ratio of the horizontal and vertical dimension of the channel wall
Side slope
99
Slope of the water surface profile plus the velocity head in open channels
Slope of the energy grade line
100
Slope of the freewater surface
Slope of the hydraulic grade line