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Watershed Hydrology, a Hawaiian
Prospective; Groundwater
Ali Fares, PhD
Evaluation of Natural Resource
Management, NREM 600
UHM-CTAHR-NREM
Presentation Outline
 Infiltration
– Definition & theory
 Green-Ampt, Horton & Philip equations
– Infiltration measurement
– Infiltration as affected by:
 Soil type
Aquifers
Aquifer Properties
Water flows from area of high
energy to low energy
 A unit of water has
energy due to 3
factors:
– Elevation
– Pressure
– Velocity (not important
for groundwater)
 Total Energy is
expressed as feet of
“head”
 Head is equivalent to a
column of water so
many feet high
(convertible to
pressure by
multiplying by the
weight of water)
Darcy’s Law
 a) French engineer
experimented with water
flowing through sand in mid-
1800s
 b) He found that the amount
of flow was
– i) proportional to the area
through which the flow
occurred, and was
– ii) proportional to the hydraulic
gradient (the change in head
per length of flow path), and
– iii) related to the nature of the
material through which the
flow was occurring
Hydraulic Conductivity
 Darcy’s K, a velocity, is
known as Hydraulic
conductivity
 Darcy’s K is actually a
function of
– the liquid as well as
– the porous media (sand,
gravel, clay, etc)
 Darcy’s Law can be
used to predict total
flow if the hydraulic
gradient and other
factors are known
 Transmissivity:
hydraulic
conductivity times
the thickness of the
aquifer (Kb)
Subsurface classifications
Water content of an Unconfined
Aquifer
 porosity sets the
maximum volume
available for water
below the water table
 porosity (n) = Specific
yield (Sy - the water the
aquifer will release) +
Specific retention (Sr -
the water not released)
Surface water & Groundwater
Interactions
 A “gaining” stream:
receives water from the
groundwater (the
groundwater discharges to
the surface)
– The water table is higher
than the stream bed
 A “losing” stream
recharges the groundwater
– The water table is lower than
the stream bed
Effect on the Water Table of
Pumping from a Well
 a “Cone of Depression” is created
in the water table (potentiometric
surface) when a well is pumped at
a sustained rate
 This can result in a shift in
direction of flow as the
potentiometric surface is changed
 sub-surface flow patterns are a
function of basin thickness, water
table gradient, and geologic
complexity ( mixed hydraulic
conductivities)
 Darcy’s Law can be
used to predict the
drop in level of the
water table due to
pumping from a well,
or system of wells
Drop Down
 Under steady state
conditions at a given
pumping rate, and if K is
known
 Theis in the 1930s
predicted the drawdown
in the water table at any
given time while the
Cone of Depression is
expanding
 Values of W(u) can be
looked up in Table 9.1 for
calculated values of u
Capture Zone of Wells
 The zone of influence of
a well is determined by
the slope of the
potentiometric surface
(water flows down
“energy”)
 Dimensions of the
capture zone can be
calculated if the
characteristics of the
aquifer are known
(thickness, K, hydraulic
gradient, etc.)
09-27 Lecture.ppt Hydrogeology Geology 2

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09-27 Lecture.ppt Hydrogeology Geology 2

  • 1. Watershed Hydrology, a Hawaiian Prospective; Groundwater Ali Fares, PhD Evaluation of Natural Resource Management, NREM 600 UHM-CTAHR-NREM
  • 2. Presentation Outline  Infiltration – Definition & theory  Green-Ampt, Horton & Philip equations – Infiltration measurement – Infiltration as affected by:  Soil type
  • 5. Water flows from area of high energy to low energy  A unit of water has energy due to 3 factors: – Elevation – Pressure – Velocity (not important for groundwater)
  • 6.  Total Energy is expressed as feet of “head”  Head is equivalent to a column of water so many feet high (convertible to pressure by multiplying by the weight of water)
  • 7. Darcy’s Law  a) French engineer experimented with water flowing through sand in mid- 1800s  b) He found that the amount of flow was – i) proportional to the area through which the flow occurred, and was – ii) proportional to the hydraulic gradient (the change in head per length of flow path), and – iii) related to the nature of the material through which the flow was occurring
  • 8. Hydraulic Conductivity  Darcy’s K, a velocity, is known as Hydraulic conductivity  Darcy’s K is actually a function of – the liquid as well as – the porous media (sand, gravel, clay, etc)
  • 9.  Darcy’s Law can be used to predict total flow if the hydraulic gradient and other factors are known  Transmissivity: hydraulic conductivity times the thickness of the aquifer (Kb)
  • 11. Water content of an Unconfined Aquifer  porosity sets the maximum volume available for water below the water table  porosity (n) = Specific yield (Sy - the water the aquifer will release) + Specific retention (Sr - the water not released)
  • 12. Surface water & Groundwater Interactions  A “gaining” stream: receives water from the groundwater (the groundwater discharges to the surface) – The water table is higher than the stream bed  A “losing” stream recharges the groundwater – The water table is lower than the stream bed
  • 13. Effect on the Water Table of Pumping from a Well  a “Cone of Depression” is created in the water table (potentiometric surface) when a well is pumped at a sustained rate  This can result in a shift in direction of flow as the potentiometric surface is changed  sub-surface flow patterns are a function of basin thickness, water table gradient, and geologic complexity ( mixed hydraulic conductivities)
  • 14.  Darcy’s Law can be used to predict the drop in level of the water table due to pumping from a well, or system of wells
  • 15. Drop Down  Under steady state conditions at a given pumping rate, and if K is known  Theis in the 1930s predicted the drawdown in the water table at any given time while the Cone of Depression is expanding  Values of W(u) can be looked up in Table 9.1 for calculated values of u
  • 16. Capture Zone of Wells  The zone of influence of a well is determined by the slope of the potentiometric surface (water flows down “energy”)  Dimensions of the capture zone can be calculated if the characteristics of the aquifer are known (thickness, K, hydraulic gradient, etc.)