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    Hydrosphere – Course notes

    You should be able to draw a diagram of the hydrological cycle and

    describe the main elements of the diagram.

    The H.C. is a closed system in that the amount of water that is contained

    in the system remains constant. The system is powered by energy from

    the sun.

    The Drainage Basin

    Drainage basins are part of the global hydrological cycle.

    A drainage basin is an area of land drained by a river and its

    tributaries.

    Unlike the closed system of the hydrological cycle, the drainage basin

    system is open. It has inputs, stores, flows and outputs.

    The boundary of a drainage basin is called a watershed. This is usually

    found on higher ground.

    Advection

    GeothermalEnergy

    EmittedEnergy

    SolarEnergy

    Precipitation (23%)

    Evapotranspiration (16%)Rn o! 

    "n#ltration

    Rn o!

    $atertale

    &ceanStorage('%)

    lods(*+**1%)

    ,ondaryo- system

    "cestorage

    (2%)

    Grond.aterstorage (1%)

    SoilSoil Soil

    Rivers /0aes (*+*1%)

    Precipitation

    (%)Evaporatio

    n(%)

     4he Gloal 5ydrological ycle

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    The definitions for all these words are on pages 47 and 48 of the

    Core Higher eography te!t boo".

    The precipitation that falls in a drainage basin is sometimes intercepted

    by egetation. If this happens then the rain water will take longer to

    reach the ground as it trickles and flows down the leaes and branches of

    the tree !stem flow". #nce the rain water reaches the ground and it is

    i#per#eable then it will flow directly oer the surface back into the

    rier !run off".

    There could be many reasons why the ground is impermeable, these could

    include it being made up of an impermeable rock !e.g. granite" or it may

    already be saturated with water, alternatiely it may be coered with

    tarmac in a town or city. $ll these factors would encourage water to

    %uickly run oer the surface into the rier and could increase the risk of

    flooding.

    &ain water can soak into the ground if it is permeable. In this case water

    trickles down through the top soil !infiltration" and eentually back to the

    rier as through flow. 'ometimes water is held deep down in the bedrock

    and ery slowly makes its way back to the rier although this may take

    hundreds of years. This is called ground water. In such cases riers which

    are fed mainly by through flow and ground flow hae a far smaller risk of

    flooding as the water makes it way back to the rier channel in a slow,

    gradual process.

    Precipitation

    "nterception yvegetation

    Sr-ace Storage

    "n#ltration

    SoiloistrePercolatio

    nGrond.at

    er

     4ranspiration

    Sr-ace rno!(overland

    7o.)

    Evaporation

    River carrying.ater to theocean8sea

     4hrogh7o.

    Grond.ater

    7o.

    $ater tale

    9nsatratedroc8soil

    Satratedroc8soil

    "npt

    Storage:lo.(trans-er)&tpt

    Key

    Stem 7o.

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    The $or" of %ivers

    There are three main processes in the way that a rier (works). These

    are*

    &. 'rosion

    (. Transportation

    ). Deposition

    &. 'rosion

    The amount of erosion a rier can achiee depends on its energy or

    discharge. $ rier)s energy increases with its olume, elocity and regime

    !seasonal flow".

    +rosion in a rier is caused by processes*

    Attrition - when boulders, rocks and pebbles crash in to each

    other and bits break off therefore being rounded and

    reduced in sie.

    Corrasion * Abrasion- the wearing away of the rier bed and

    the banks by the rier)s load. This is the main method of

    erosion.

    Hydrauli+ A+tion - the sheer force of the rier breaks off

    particles from the rier bed and banks. Corrosion ,Che#i+al -olution - dissoling of minerals from

    the rocks.

    $ rier)s alley is deepened by verti+al erosion - entirely a rier process.

    $ rier)s alley is widened by lateral erosion - affected by weathering on

    the alley sides and by the rier on the rier banks.

    (. Transportation

    $ rier transports its load in ways*

    Tra+tion - dragging of pebbles, grael along its bed.

    -altation - bouncing of the load.

    -uspension - light sediments of silt and clay are held in

    suspension by the rier)s turbulence !the greater the

    turbulence, the greater the sie of particles which can be

    held". -olution - chemicals are dissoled in the water.

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    ). Deposition

    'ediments are transported by a rier until it has insufficient energy to

    moe them further and deposition takes place.

    $ rier may lose its energy where*

    There is a decrease in gradient.

    There is widening or meandering of its channel.

    There is an increase in load.

    A Typi+al %iver profile !'/$ - e0am paper"

    You need to be able to e0plain the changes along the course of a rier in

    terms of these 1 main processes.

    $n (ideal rier) is diided into three sections - the Upper, 2iddle and

    3ower courses.

    These courses all hae characteristic features which form the rierlandscapes.

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    The /pper Course

    Channel shape

    The upper stretches of a rier are rocky, often being coered

    with boulders of different shapes and sies. The rier channelis usually narrow and fairly straight.

    0alley

    features

    The alley is a 45shape in the upper course, meaning it is ery

    narrow.

    1ain pro+esses

    $s the rier is fast flowing it has a high amount of energy to

    erode. This erosion usually happens ertically as the rier bed

    cuts down into the alley floor. The main types of erosion

    operating in this stage of the rier are hydraulic action and

    corrosion, due to the fast flowing nature of the water. 6otholes

    form where pebbles and cobbles, rotated by swirling eddies,

    grind deep holes in the bedrock.

    radient

    The gradient is usually ery steep in the early stages causing

    the rier to be fast flowing. This encourages the main work of

    the rier to be erosion.

    Dis+harge Under normal conditions the discharge is fairly low.

    %ivers load

    7oulders of arying shapes sies occupy the rier bed. 3arge

    stones and rocks trael down the rier channel by traction andsaltation.

    2eatures you

    need to learn

    8aterfalls, gorges, 45shape alleys, Interlocking 'purs,

    potholes.

    $aterfalls

    Usually found where there are

    differences in rock hardness. $ fast

    flowing rier has a large amount ofenergy to erode ertically. The soft

    rock is eroded faster than the hard

    rock, usually through the process of

    corrasion and hydraulic action, !e0plain the meaning of these processes in an e0am answer"  creating a step in the landscape.

    #er time the rier will undercut the

    hard rock creating an oerhang. This

    oerhang of hard rock is no longer supported and eentually breaksoff and collapses in to the rier below. This hard rock is then swirled

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    around at the base of the waterfall and helps to

    care out a deep plunge pool. $s this process repeats

    itself time and again the waterfall gradually

    retreats back up the alley leaing a steep sided

    gorge in its wake.Corrieshalloch Gorge

    (Source: www.panoramio.com/photos/original/1217468.jpg  ) 

    03-hape 0alleys

    9. 4ertical erosion !in the form of

    abrasion, hydraulic action and

    solution" in the rier channel results in

    the formation of a steep sided alley.

    (. #er time the sides of this alley

    are weakened by weathering

    processes and continued ertical

    erosion at the base of the alley. 

    ). :radually mass moement of materials occurs down the alley

    sides, gradually creating the distinctie 5shape.

    4. This material is then gradually transported away by the rier

    when there is enough energy to do so.!'ource*  

    http*;;geobytesgcse.blogspot.com" 

    3

    H a r d e r , m o r e  r e s i s t a n t  r o c k 

    Waterfallretreatsupstream

    ;Gorge-like sidesdevelop as waterfallretreats upstream

    2 Overhang develops and

    collapses whenunsupported

    Rivercontines

    do.nstreamAngular,fallenrocks

    Softer, lessresistant rock,which is erodedmore uickly,which leads to -

    1 !ndercutting

    "eep plunge pool#  "eepened $yhydraulic action and a$rasion of fallen,angular rocks, which are swirled at times of

    high discharge % deepening the pool#

    V-shape valley with interlocking spurs.www.bws.wilts.sch.uk/.../Geog/geography.html

    http://www.panoramio.com/photos/original/1217468.jpghttp://www.panoramio.com/photos/original/1217468.jpghttp://www.bws.wilts.sch.uk/curriculum/departments/Geog/geography.htmlhttp://www.panoramio.com/photos/original/1217468.jpghttp://www.bws.wilts.sch.uk/curriculum/departments/Geog/geography.html

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    otholes

    $ pothole is formed in the rier bed when boulders

    are too heay to be carried along with the rier

    therefore they ches of slow moing water.

    • &ifles = shallower sections of faster water

    www.winona.edu/Geology/MRW/LateProterozoic.htm

    http://www.winona.edu/Geology/MRW/LateProterozoic.htmhttp://www.winona.edu/Geology/MRW/LateProterozoic.htm

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    ?. This causes the

    water to deelop a

    side to side swing.

    1. The process is

    assisted by erosion

    and deposition.

    . In the pools the rier currents start undercutting the rier cliffs.

    This happens on the outside of the rier bend where elocity is

    fastest.

    #n the other side where the current is weakest deposition takes place

    to form a rier beach or point bar.

    @. 2eander formation is assisted by helicoidal flow of water. This is a

    corkscrew like moement. This causes the meander to migrate down

    stream.

    A ,

    ar) -orms also called a slip>o! slope+

    0argest material deposited on pstream side+

    Erosion on otside o- end(concave an) y hydralicaction and corrasion+ 4his is.here velocity isgreatest and -riction is minimal+River cli! develops+

    Ri?e

    Pool

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    • Cross -e+tion A 3 B

    The 5ower Course

    Channel shapeThe channel is now at its broadest and deepest.

    0alley

    features

    Due to lateral erosion alley sides may be seeral kilometres

    away. The alley is dominated by wide floodplains.

    1ain pro+esses Deposition is now the dominant process particularly duringfloods when the riers load is spread out oer the alley floor.

    radientThe gradient is now ery gentle and in some cases may appear

    totally flat. This encourages deposition to take place.

    Dis+harge The discharge of the rier is at its greatest as large olumes

    of water pour out into the sea.

    %ivers loadThe rier)s load is carried entirely in suspension and solution

    consisting mainly of fine sediments.

    2eatures you

    need to learn

    Aloodplains, leees, braiding, o05bow lakes, deltas, rier

    terraces !re

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    2loodplains and 5evees #er many years, the rier has coered the alley floor with

    enormous %uantities of alluium !sedimentary deposits". It was

    deposited by migrating meanders and floodwater. $cross the

    resulting leel floodplain, ariations in relief are ery slight so thatany rapid increase in discharge almost ineitably results in flooding.

    8hen a rier floods, the floodwater)s speed reduces most %uickly

    at the sides of the channel. Conse%uently coarser alluial

    sediments are deposited at the channel edge, gradually building up

    into natural ridges or leees. #ccasionally leees act as natural

    embankments and often they hae been strengthened by man as a

    part of flood preention measures.

    Braiding Aor short periods of the year, some riers carry a ery high load in

    relation to their elocity. 8hen a rier)s elocity falls rapidly, the

    channel may become choked with material, causing the rier to

    braid i.e. the channel splits up into seeral smaller channels which

    flow around fresh (islands) of deposited material before re

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    6!3bow 5a"e

    In an e0am when e0plaining how o05bow lakes are formed it is important

    to first e0plain how meanders deelop in a rier.

    • $s can be seen in the diagrams below the neck of the meander

    becomes narrower.

    • During flood conditions the rier breaks through the neck of the

    meander.

    &=>o.laes

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    • The fastest flowing current is now flowing in a straight line.

    • The water in the meander rapidly loses energy and therefore

    deposits material, this seals off the meander from the main

    channel.

    Erosion on concave ans gradally narro.ing the nec o-land

    River eventally reas throghnec o- land sally at times o-7ood

    o! 

    t>o! -ormed

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    • The o05 bow lake may eentually dry up.

    'stuaries and Deltas

    8hen a rier enters a loch or the sea elocity is reduced and load

    is deposited.

    8here the rier)s mouth broadens to form an estuary, tidal

    currents are able to scour out most of the sediments, transferring

    them to the sea)s transportation system. The sediment that is not

    remoed from the estuary forms e0tensie sand and mud banks,

    often colonised by salt5tolerant egetation and e0posed at low tide.

    Deltas are essentially the seaward e0tension of the floodplain and

    form when tides are weak. They also grow where streams enter

    freshwater lochs.

    Distributaries are the small streams which hae formed due to braiding inthe rier channel.

    Terra+es

    &=>o. lae

    o! 

    River 7o.s in ne.@straight channel

    'ource* 8ikipedia

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    $ rier terrace is a remnant of a former floodplain, which after

    re

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    If a rier is re

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    %e+ognising features on an 6.- #ap

    The following is an e0ample of an answer. The map is diided into a

    number of sections, howeer, if you would prefer to follow the whole map,

     you should be able to borrow the map from the :eography department.

    The map is the Thirlmere map.

    The uestion is 3

    9/sing appropriate grid referen+es: des+ribe the physi+al

    +hara+teristi+s of the %iver Derwent and its valley fro# ();&

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    Here, the rier flows along the

    8est side of the alley in almost a

    straight line hugging the base of

    the alley side. $ number of

    tributaries flow down and

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    %iver Hydrographs

    $ hydrograph is a record of channel flow in a stream or

    rier.

    It shows ariations in discharge with time.

    $ Hydrograph has a number of main characteristics*

    6recipitation - shown as a bar graph but sometimes not

    always shown

    7ase Alow - flow supplied by groundwater. This is a slowmoement therefore base flow rises slower and later.

    /uickflow;'torm Alow - flow supplied by oerland flow and

    soil throughflow. This gies the peak flows.

    &ising 3imb - includes !a" rainwater that fell into stream

      !b" water flowing oerland and

    into stream channels as the

    soil water becomes saturated.

    !a" J !b" lead to peak discharge.

    3ag Time - the time it takes from peak rainfall topeak discharge.

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    The shape of the rising li#b depends on

    The length of the rainstorm - a long period of rainfall

    causes rise in the water table and increased oerland

    flow. The intensity of rainfall -

    If heay - considerable %uick flow if the soil is

    incapable of soaking it in and storing it a steep rising

    limb.

    If light - less steep rise and flatter shape since rain is

    easier to store.

    The condition of the soil - If the soil is already

    saturated more water flows oerland into streams andthis leads to a higher and earlier peak.

    'hape of the drainage basin 5 a long narrow basin with

    tributaries

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    '!a#ple – e!plaining the shape of the two graphs

    '!a# uestions

    #ne type of %uestion that can arise about hydrographs is a comparisonbetween different hydrographs.

    8hen answering these types of %uestions you must not only

    describe the features of the hydrographs, but e0plain why the

    hydrographs hae certain shapes. It is likely that you will be gien

    a diagram or information to help and you should think about what

    effects on the hydrograph the following hae*

    'ie of the drainage basin

    'teepness of the slopes

    A B'teep slopes

    Fo Trees

    Impermeable rocks

    Urbanised

    Intense thunderstorm

    :entle slopes

    Aorested

    6ermeable rocks

    Aields

    3ight steady rain

    raph A raph B

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    &ock or soil type !6ermeable or ImpermeableE"

    'tream density

    4egetation