A.1.2: River discharge Flashcards

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1
Q

Soil porosity

A

The amount of pores between soil particles

Some soils are more porous, e.g. sand infiltrate quicker than clay soils

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2
Q

Saturated soil prevents infiltration because…

A

it is at maximum infiltration capacity therefore increases surface run off

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3
Q

Arid and dry soils reduce infiltration because…

A

the baked soil cant hold much moisture and so reaches infiltration capacity quickly before turning into surface run off

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4
Q

Antecedent moisture soil

A

pre existing levels of soil moisture

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5
Q

Overland Flow

A
  • If infiltration capacity is greater than the rainfall intensity then the stores will fill before overland flow can happen
  • Related to vegetation slowing down the infiltration and therefore overland flow is less likely

Rock type – permeable = greater overland flow

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6
Q

Climates

A
  • In arid regions, such as the Sahel (thesub-Saharan region in Africa), the climate has a wet and dry season.
  • During the dry season, surface storage dries up.
  • During the wet season, there can be localised flooding.
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7
Q

Hortonian flow diagram

A

The soil is not saturated, but the water can infiltrate (either because it is impermeable or the rainfall is too intense). It therefore flows over the surface as overland flow

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8
Q

Saturated overland flow diagram

A

The soil is full up of water (saturated) so can not take any more so water flows over the surface as overland flow

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9
Q

Hortonian Flow

A
  • Flow of subsurface water
  • Rainfall is TOO intense to precipitation exceeds the infiltration capacity of the soil
  • Different to precipitation intensity and duration saturate the soil and brings the water table to the surface.- this is saturation overland flow.
  • In semi-arid/arid enviornments
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10
Q

Bradshaw model of variations

A
  • Shows the expected river characteristics, upstream and downstream.
  • Does not account for human interference and other factors that may interfere it.
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11
Q

Discharge formula

A

Cross sectional area * Mean velocity

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12
Q

Hydraulic radius

A
  • The efficiency of a river channel = a measure of the ability of a river channel to move water and sediment.
    • It depends on the friction the water comes up against which is shown by thehydraulic radius of the river
    • This is the proportion of water in a channel that is in contact with the beds and banks
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13
Q

Hydraulic radius formula

A

Hydraulic radius = Cross sectional area ÷ Wetted perimeter

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14
Q

Manning’s formula

A
  • Velocity = Hydraulic radius * Gradient ÷ roughness (n)
  • The higher the value of n, the rougher the bed.
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15
Q

Laminar Flow

A
  • Water flows in sheets (laminae) parallel to the channel bed
  • It requires a smooth, straight river channel with a low velocity.
  • Rarely occurs
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16
Q

Turbulent Flow

A
  • Water flows in irregular patterns
  • This occurs when a river has a complex channel morphology and a high velocity
  • Bed roughness also creates turbulence
17
Q

Helicoidal Flow

A
  • Water flows in a corkscrew motion (not down the centre)
  • This is due to alternating pools (deeper parts) and riffles (shallow parts
  • This flow forms meanders
18
Q

River discharge

A

The rate of the volume of water passing a point per unit of time