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  • 問題数 100 • 8/11/2024

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    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