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82問 • 1年前
  • Geneva Pahil
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    問題一覧

  • 1

    It is the water in the hydrologic cycle that is stored within the soil profile. It is also used in irrigations industries and individual homes that provides extensive and reliable sources of water supply and sustain stream flow during dry season.

    Groundwater

  • 2

    see

  • 3

    This is where soil pours, and the upper layer may contain either air or water. This consist of the root zone or the soil, water and intermediate zone, and a transition layer to the zone of saturation.

    Zone of aeration

  • 4

    All voids are filled with water

    Zone of saturation

  • 5

    It divides the two major subsurface zones

    Water table

  • 6

    It is the local saturated zones above impervious layer

    Pearched ground water

  • 7

    A storehouse of nutrients

    Soil

  • 8

    Habitat for soil, organisms, and plant roots

    Soil

  • 9

    I reservoir of water to transpiration demand of plants

    Soil

  • 10

    It is the relative proportion of variously size group of mineral particles in a specific soil or horizon

    Soil texture

  • 11

    The relative proportion of sand silt and clay

    Soil texture

  • 12

    It is the arrangement and organization of soil particles, natural units of aggregation

    Soil structure

  • 13

    It influences the circulation of water in the soil

    Soil structure

  • 14

    This represent the soil that you take from a barrel paint it is made up of water air and solid

    Soil phase diagram

  • 15

    The ratio avoid volume to the total soil volume

    Porosity

  • 16

    It determines the amount of more spaces within the soil

    Porosity

  • 17

    What is the general range percentage of the porosity?

    30 to 60%

  • 18

    Percentage of porosity in irrigated cells

    35 to 55%

  • 19

    It is the ratio of the dry mass of water to the dry mass of the soil

    Moisture content on a dry mass basis

  • 20

    It is the ratio of the volume of water to the soil volume

    Moisture content on a volume basis

  • 21

    The ratio of dry mass to the soil to the total soil volume

    Bulk density

  • 22

    It is the ratio of the dry mass of the soil to the volume of soil particles

    Particle density

  • 23

    The ratio of the bulk density of the soil with the density of water

    Apparent specific gravity

  • 24

    The ratio of the dry mass of water with the volume equal to the total soil volume

    Apparently, specific gravity

  • 25

    It is the ratio of the particle density of the soil with the density of water

    Real specific gravity

  • 26

    The rate of the dry mass of the soil properties to the mass of water, having the same volume as these particles

    Real specific gravity

  • 27

    Soil with low organic matter

    2.65

  • 28

    Irrigated soil with the high organic matter

    1.5 2.0

  • 29

    It is the equivalent depth of water in the soil at the given condition

    Depth of water that is present in the soil

  • 30

    Depth of trap root zone, or depth of height, or the soil column under consideration

    D

  • 31

    Increase the moisture contents from an initial value to a final value

    Depth of water needed

  • 32

    Volume of water to be applied to increase the soil moisture content from an initial to a final value

    Volume of irrigation water

  • 33

    It is the amount of water soil profile will hold when all its poor pieces are filled up

    Saturation point

  • 34

    Amount of water the soil profile will hold against the soil moisture tension of 1/3 bar

    Field capacity

  • 35

    I’m at the voter the soil profile will hold against the soil moisture retention of 15 bar

    Permanent wilting point

  • 36

    I’m out of water the soil profile will hold against the soil moisture retention of 10,000 bar

    Hygroscopic point

  • 37

    Based on the predominant forces acting on the soil, and based on the availability of plants

    Soil moisture

  • 38

    Where is the water on the soil grain that is not capable of significant movement by the action of gravity, or capillary forces?

    Hygroscopic water

  • 39

    Water that exist in the poor spaces, or the soil is retained against the force of gravity in a soil that permits an obstructed drainage

    Capillary water

  • 40

    Water that will really move out of the soil if favorable drainage is provided

    Gravitational water

  • 41

    It is held too tightly by capillary forces and is generally not acceptable to plant roots

    Unavailable water

  • 42

    Drain quickly from the root zone under normal drainage condition

    Gravitational water

  • 43

    Difference between gravitation and unavailable water

    Available water

  • 44

    Causes the dissimilar particles and/or surfaces to cling to one another

    Adhesive force

  • 45

    Causes the similar identical, particle surfaces to cling to one another

    Cohesive force

  • 46

    It is due to the effect of gravity

    Gravitational force

  • 47

    Caused by the salt or ion, concentration, differences, or gradients

    Osmotic forces

  • 48

    Difference in moisture content of the soil between a field capacity and permanent wilting point

    Available moisture

  • 49

    That portion of the available moisture that is most easily extracted by plants approximately 75% of the available moisture

    Readily available, moisture or ram

  • 50

    Amount of water that is allowed to be depleted usually expressed in percent

    Amount of moisture depletion

  • 51

    Amount of moisture present in the soil given the percentage a.m., content, retained or used and the FC and PWP can be computed using the following equations

    Moisture content present

  • 52

    It is the high degree of variability of vital logic events, such as rainfall and stream flow has led to the extensive study of this process

    Hydrologic processes

  • 53

    It is any hydrologic phenomenon which undergoes continues changes with time

    Hydrologic process

  • 54

    It is one in which a definite law of certainty exist. This mean the output is predictable, forgiven input.

    Deterministic process

  • 55

    Is time series independent

    Probabilistic process

  • 56

    Time independent

    Stochastic process

  • 57

    It is been used with satisfactory result in predicting the magnitude of hydrologic events, such as floods

    Deterministic models

  • 58

    What is an example of deterministic model?

    Stanford watershed model

  • 59

    It deals with estimation of the chance, or likelihood of occurrence of a given event by determining the frequency curve, the best fade to samples of hydrologic data

    Probabilistic analysis

  • 60

    It used to predict how often certain values of a variable phenomenon may occur, and to assess the reliability of the prediction

    Frequency analysis

  • 61

    It is a tool for determining design, windfalls and design. Discharges for drainage, works and drainage structures, especially in relation to the required hydraulic capacity.

    Frequency analysis

  • 62

    This relates the magnitude of a variable, its frequency of occurrence

    Frequency curve

  • 63

    An estimate of the cumulative distribution of the population of the variable, and is prepared for a sample of data

    Frequency curve

  • 64

    Known as the Gaussian distribution or the natural law of error

    Normal distribution

  • 65

    It is the measure of the spread of the events are the variables around the mean or average value

    Standard deviation

  • 66

    A non symmetrical distribution is classified as

    Skewed distribution

  • 67

    It is defined mathematically, as either positive or negative, and may be shown graphically is right or left

    Skewness

  • 68

    It’s utility arise from the fact that many classes of data from a school distribution, but if the log of of the data are platted a distribution close to normal resort

    Log Normal distribution

  • 69

    This distribution has found a place in many different fields of science, and it has been used extensively by the US Corp of engineers

    Log normal distribution

  • 70

    Further considers the skewness of the logarithmically transformed hydrologic data

    Person type three distribution

  • 71

    It is been adopted by the United States water resources council as a uniform probability curve for determining flood flow frequencies

    Person type three distribution

  • 72

    It is where the data are treated a statistical variables

    Hydrologic frequency analysis

  • 73

    Defined the percentage observed events that are equal to, or greater than a given event with a period of time

    Probability of occurrence

  • 74

    Only the largest event for each year is selected for analysis for 20 years of record 20 values should be selected

    Annual series

  • 75

    All values above a given base are chosen, regardless of the number within a given time. Period.

    Partial duration series

  • 76

    Hashan the relationship for recurrence interval between these two methods of selection of data

    Langbein (1964)

  • 77

    It deals with estimation of the chance, or likelihood of occurrence of a given event, by determining the frequency curve of best to fit to samples of hydrologic data

    Hydrologic frequency analysis

  • 78

    I told that characterizes and areas of rainfall pattern and is a plot of duration versus rainfall intensity for several return.

    intensity, duration, frequency, or IDF curve

  • 79

    This is the simplest of the area averaging method that involves averaging arithmetically all the rain amounts measured by the gauges within the area

    Arithmetic averages

  • 80

    Assumes that the rainfall in an area may be taking a similar to the recorded in the nearest gauging station

    Thiessen Methods

  • 81

    Perpendicular bisector drawn, resulting in the formation of polygon called

    Thiessen polygon

  • 82

    The rainfall depth recorded in all the stations in and around an area of interest or plotted on a map of desirable scale

    Isohyetal method

  • GEL

    GEL

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    GEL

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    visayas

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    Subanon

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    Matigsalug

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    問題一覧

  • 1

    It is the water in the hydrologic cycle that is stored within the soil profile. It is also used in irrigations industries and individual homes that provides extensive and reliable sources of water supply and sustain stream flow during dry season.

    Groundwater

  • 2

    see

  • 3

    This is where soil pours, and the upper layer may contain either air or water. This consist of the root zone or the soil, water and intermediate zone, and a transition layer to the zone of saturation.

    Zone of aeration

  • 4

    All voids are filled with water

    Zone of saturation

  • 5

    It divides the two major subsurface zones

    Water table

  • 6

    It is the local saturated zones above impervious layer

    Pearched ground water

  • 7

    A storehouse of nutrients

    Soil

  • 8

    Habitat for soil, organisms, and plant roots

    Soil

  • 9

    I reservoir of water to transpiration demand of plants

    Soil

  • 10

    It is the relative proportion of variously size group of mineral particles in a specific soil or horizon

    Soil texture

  • 11

    The relative proportion of sand silt and clay

    Soil texture

  • 12

    It is the arrangement and organization of soil particles, natural units of aggregation

    Soil structure

  • 13

    It influences the circulation of water in the soil

    Soil structure

  • 14

    This represent the soil that you take from a barrel paint it is made up of water air and solid

    Soil phase diagram

  • 15

    The ratio avoid volume to the total soil volume

    Porosity

  • 16

    It determines the amount of more spaces within the soil

    Porosity

  • 17

    What is the general range percentage of the porosity?

    30 to 60%

  • 18

    Percentage of porosity in irrigated cells

    35 to 55%

  • 19

    It is the ratio of the dry mass of water to the dry mass of the soil

    Moisture content on a dry mass basis

  • 20

    It is the ratio of the volume of water to the soil volume

    Moisture content on a volume basis

  • 21

    The ratio of dry mass to the soil to the total soil volume

    Bulk density

  • 22

    It is the ratio of the dry mass of the soil to the volume of soil particles

    Particle density

  • 23

    The ratio of the bulk density of the soil with the density of water

    Apparent specific gravity

  • 24

    The ratio of the dry mass of water with the volume equal to the total soil volume

    Apparently, specific gravity

  • 25

    It is the ratio of the particle density of the soil with the density of water

    Real specific gravity

  • 26

    The rate of the dry mass of the soil properties to the mass of water, having the same volume as these particles

    Real specific gravity

  • 27

    Soil with low organic matter

    2.65

  • 28

    Irrigated soil with the high organic matter

    1.5 2.0

  • 29

    It is the equivalent depth of water in the soil at the given condition

    Depth of water that is present in the soil

  • 30

    Depth of trap root zone, or depth of height, or the soil column under consideration

    D

  • 31

    Increase the moisture contents from an initial value to a final value

    Depth of water needed

  • 32

    Volume of water to be applied to increase the soil moisture content from an initial to a final value

    Volume of irrigation water

  • 33

    It is the amount of water soil profile will hold when all its poor pieces are filled up

    Saturation point

  • 34

    Amount of water the soil profile will hold against the soil moisture tension of 1/3 bar

    Field capacity

  • 35

    I’m at the voter the soil profile will hold against the soil moisture retention of 15 bar

    Permanent wilting point

  • 36

    I’m out of water the soil profile will hold against the soil moisture retention of 10,000 bar

    Hygroscopic point

  • 37

    Based on the predominant forces acting on the soil, and based on the availability of plants

    Soil moisture

  • 38

    Where is the water on the soil grain that is not capable of significant movement by the action of gravity, or capillary forces?

    Hygroscopic water

  • 39

    Water that exist in the poor spaces, or the soil is retained against the force of gravity in a soil that permits an obstructed drainage

    Capillary water

  • 40

    Water that will really move out of the soil if favorable drainage is provided

    Gravitational water

  • 41

    It is held too tightly by capillary forces and is generally not acceptable to plant roots

    Unavailable water

  • 42

    Drain quickly from the root zone under normal drainage condition

    Gravitational water

  • 43

    Difference between gravitation and unavailable water

    Available water

  • 44

    Causes the dissimilar particles and/or surfaces to cling to one another

    Adhesive force

  • 45

    Causes the similar identical, particle surfaces to cling to one another

    Cohesive force

  • 46

    It is due to the effect of gravity

    Gravitational force

  • 47

    Caused by the salt or ion, concentration, differences, or gradients

    Osmotic forces

  • 48

    Difference in moisture content of the soil between a field capacity and permanent wilting point

    Available moisture

  • 49

    That portion of the available moisture that is most easily extracted by plants approximately 75% of the available moisture

    Readily available, moisture or ram

  • 50

    Amount of water that is allowed to be depleted usually expressed in percent

    Amount of moisture depletion

  • 51

    Amount of moisture present in the soil given the percentage a.m., content, retained or used and the FC and PWP can be computed using the following equations

    Moisture content present

  • 52

    It is the high degree of variability of vital logic events, such as rainfall and stream flow has led to the extensive study of this process

    Hydrologic processes

  • 53

    It is any hydrologic phenomenon which undergoes continues changes with time

    Hydrologic process

  • 54

    It is one in which a definite law of certainty exist. This mean the output is predictable, forgiven input.

    Deterministic process

  • 55

    Is time series independent

    Probabilistic process

  • 56

    Time independent

    Stochastic process

  • 57

    It is been used with satisfactory result in predicting the magnitude of hydrologic events, such as floods

    Deterministic models

  • 58

    What is an example of deterministic model?

    Stanford watershed model

  • 59

    It deals with estimation of the chance, or likelihood of occurrence of a given event by determining the frequency curve, the best fade to samples of hydrologic data

    Probabilistic analysis

  • 60

    It used to predict how often certain values of a variable phenomenon may occur, and to assess the reliability of the prediction

    Frequency analysis

  • 61

    It is a tool for determining design, windfalls and design. Discharges for drainage, works and drainage structures, especially in relation to the required hydraulic capacity.

    Frequency analysis

  • 62

    This relates the magnitude of a variable, its frequency of occurrence

    Frequency curve

  • 63

    An estimate of the cumulative distribution of the population of the variable, and is prepared for a sample of data

    Frequency curve

  • 64

    Known as the Gaussian distribution or the natural law of error

    Normal distribution

  • 65

    It is the measure of the spread of the events are the variables around the mean or average value

    Standard deviation

  • 66

    A non symmetrical distribution is classified as

    Skewed distribution

  • 67

    It is defined mathematically, as either positive or negative, and may be shown graphically is right or left

    Skewness

  • 68

    It’s utility arise from the fact that many classes of data from a school distribution, but if the log of of the data are platted a distribution close to normal resort

    Log Normal distribution

  • 69

    This distribution has found a place in many different fields of science, and it has been used extensively by the US Corp of engineers

    Log normal distribution

  • 70

    Further considers the skewness of the logarithmically transformed hydrologic data

    Person type three distribution

  • 71

    It is been adopted by the United States water resources council as a uniform probability curve for determining flood flow frequencies

    Person type three distribution

  • 72

    It is where the data are treated a statistical variables

    Hydrologic frequency analysis

  • 73

    Defined the percentage observed events that are equal to, or greater than a given event with a period of time

    Probability of occurrence

  • 74

    Only the largest event for each year is selected for analysis for 20 years of record 20 values should be selected

    Annual series

  • 75

    All values above a given base are chosen, regardless of the number within a given time. Period.

    Partial duration series

  • 76

    Hashan the relationship for recurrence interval between these two methods of selection of data

    Langbein (1964)

  • 77

    It deals with estimation of the chance, or likelihood of occurrence of a given event, by determining the frequency curve of best to fit to samples of hydrologic data

    Hydrologic frequency analysis

  • 78

    I told that characterizes and areas of rainfall pattern and is a plot of duration versus rainfall intensity for several return.

    intensity, duration, frequency, or IDF curve

  • 79

    This is the simplest of the area averaging method that involves averaging arithmetically all the rain amounts measured by the gauges within the area

    Arithmetic averages

  • 80

    Assumes that the rainfall in an area may be taking a similar to the recorded in the nearest gauging station

    Thiessen Methods

  • 81

    Perpendicular bisector drawn, resulting in the formation of polygon called

    Thiessen polygon

  • 82

    The rainfall depth recorded in all the stations in and around an area of interest or plotted on a map of desirable scale

    Isohyetal method