Hydraulic Head Presentation

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  • Hydraulic Head

    Hydraulic Head Measure of the potential energy available for

    flow in groundwater. Indicated by the water level in a monitoring

    well (piezometer). Total hydraulic head is a combination of

    gravitational potential energy and fluid pressure energy.

    Hydraulic head is measured using small monitoring wells (piezometer wells).

    Head is measured as DTW (depth to water), which is then subtracted from the elevation of the well head.

  • Datum (sea level)

    Hydraulic Head

    Depth to water (dtw)

    Elevation of well head (e)

    Elevation Head(z)

    Pressure Head(hp) ht = hp + zTotal Head

    (ht)

    ht = e - dtw

    Point water pressure head vs.Fresh water pressure head

    Point water head: the actual measured hydraulic head.

    Fresh water head: the equivalent hydraulic head that would be observed if the well was filled with fresh water.

    If the aquifer contains fresh water, the two are the same.

    Fresh

    Brackish

    Saline

    Point water heads

    Apparent hydraulic gradient

  • Fresh

    Brackish

    Saline

    Fresh water heads

    Actual hydraulic gradient

    Groundwater contours = equipotential / potentiometric contours

    Groundwater flow lines cross equipotential lines at 90.

    Groundwater flows from high to low equipotential.

  • Groundwater divide - barrier to flow created by water table ridge (recharge) or gaining stream valley (discharge).

    Groundwater Divide

    Equipotential contour lines: cross section view All points along the same equipotential line have equal value of

    hydraulic head. Hydraulic head = elevation of intersection of water table and

    potentiometric contour.

  • 252015

    Equipotential contour values

    252015

    30

    Discharge

    RechargeFlow lines and Recharge / Discharge

    25

    Hp=30

    HT = 25Hp = 30z = -5

  • 25

    HT = 10Hp = 20z = -10

    Well 1

    Well 2Well 3

    3-Point Problem The hydraulic gradient across a local area of an aquifer can be determined if

    three values of hydraulic head are known.

    h=40 h=30 h=35

    3-Point Problem

    N

    100 meters

    h=40m

    h=30m

    h=35m

  • 3-Point Problem

    N

    100 meters

    h=40m

    h=30m

    h=35m

    dh=5

    dh=5

    dh=10

    3-Point Problem

    N

    100 meters

    h=40m

    h=30m

    h=35m

    dh=5

    dh=5

    dh=10

    3-Point Problem

    N

    100 meters

    h=40m

    h=30m

    h=35m

    32

    34

    36

    38

    3132

    3433

    36373839

  • 3-Point Problem

    N

    100 meters

    h=40m

    h=30m

    h=35m

    32

    34

    36

    38

    3132

    3433

    36373839