暗記メーカー
ログイン
Soil
  • ユーザ名非公開

  • 問題数 27 • 11/3/2024

    記憶度

    完璧

    4

    覚えた

    11

    うろ覚え

    0

    苦手

    0

    未解答

    0

    アカウント登録して、解答結果を保存しよう

    問題一覧

  • 1

    the ratio of the cross-sectional area of fluid flow, A, to the length of the wetted perimeter.

    hydraulic radius

  • 2

    what are the two standard laboratory tests that are used to determine the hydraulic conductivity of soil.

    constant-head test and falling-head test

  • 3

    it controls the amount of fluid discharge of a channel and its ability to move sediments. This is a measure of channel flow efficiency.

    hydraulic radius

  • 4

    The total volume of water collected may be expressed as:

    done

  • 5

    factors affecting flow of permeability: page 13

    done

  • 6

    the total head at a point in water under motion can be given by the sum of the pressure, velocity, and elevation heads. the total head at a point in water under motion can be given by the sum of the pressure, velocity, and elevation heads.

    bernoulli’s equation

  • 7

    In ____, Darcy published a simple equation for the discharge velocity of water through saturated soils, which may be expressed as ____.

    1856, v=ki

  • 8

    typical values of hydraulic conductivity of saturated soils.

    done

  • 9

    indicates that adjacent paths of water particles are parallel, even when changing direction, and the paths never cross.

    laminar flow

  • 10

    it is the study of the groundwater phase of the hydrologic cycle (both surface and subsurface) related to the effects of geophysical features of soil and rock formations.

    hydrogeology

  • 11

    is a physical property which measures the ability of the material to transmit fluid through pore spaces and fractures in the presence of an applied hydraulic gradient.

    hydraulic conductivity

  • 12

    read the importance of hydrogeology

    done

  • 13

    may be either relatively stationary or mobile (that is, underground flow is occurring)

    groundwater

  • 14

    tends to reflect the surface topography of the area, being at higher elevation where the ground surface is high and at a lower elevation where the ground surface is low.

    water table or phreatic surface

  • 15

    Soils are _____ due to the existence of interconnected voids through which water can flow from points of high energy to points of low energy.

    permeable

  • 16

    the ability of water (or other fluid) to flow through a soil by traveling through the void spaces.

    permeability

  • 17

    In this type of laboratory setup, the water supply at the inlet is adjusted in such a way that the difference of head between the inlet and the outlet remains constant during the test period.

    constant-head test

  • 18

    Water from a standpipe flows through the soil. The initial head difference h1 at time t = 0 is recorded, and water is allowed to flow through the soil specimen such that the final head difference at time t = t2 is h2.

    falling-head test

  • 19

    One of the major physical parameters of a soil that controls the rate of seepage through it is hydraulic conductivity,

    permeability

  • 20

    it is the cycle of changes and movements that surface water and shallow groundwater repeatedly passes through.

    hydrologic cycle

  • 21

    snow or rain that reaches the earth's surface tends to either flow over the ground surface as dictated by gravity or to infiltrate into the ground.

    precipitation

  • 22

    formula of hydraulic radius, Rh

    done

  • 23

    The rate of flow of the water through the specimen at any time t can be given by:

    done

  • 24

    soil zone above the phreatic surface, pore water pressure is negative.

    vadose zone

  • 25

    hydraulic conductivity depends on several factors: page 11

    done

  • 26

    infiltrating water that continue to migrate due to gravity effects is drawn to the underground zone.

    infiltration

  • 27

    Most soils are not isotropic with respect to permeability. In a given soil deposit, the magnitude of _ changes with respect to the direction of flow.

    k