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Ankur Bansal

   09010408
Groundwater Exploration
• Involves Mapping of potential aquifer
  horizons.
• Location of water table through field
  investigation helps to define the saturated
  zone of the aquifer.
• Several surface and subsurface investigations
  are carried out.
Movement of Groundwater
• Groundwater velocity. Most groundwater moves slowly relative to
  stream flow. Water velocity varies greatly for a variety of reasons.
  Water flow underground flows in response to differences in water
  pressure and elevation.
• Elevation. Water within the upper part of the saturated zone
  (phreatic zone) moves down hill from high head to low head. The
  greater the change in elevation, the faster it will flow.
• Water table slope. The slope of the water table strongly influences
  ground water velocity where the steeper the slope the faster the
  water flows. Slope is controlled by topography .Groundwater will
  not move if the water table is flat.
• Permeability. Groundwater flows faster in aquifers with high
  permeability.
• Pressure. Water under pressure will move faster than water not
  under pressure.
Effective Porosity of Ground
• Some of the pore spaces may be too small or
  too poorly connected to permit the water they
  contain to flow out easily
• The effective porosity can be thought of as the
  volume of pore space that will drain in a
  reasonable period of time under the influence
  of gravity
Diagram showing effective porosity
Velocity of Groundwater Flow
• Velocity of Flow is calculated using Darcy’s
  Law.
• Groundwater flow is very slow compared to surface
  water movement.
• This is thousands of times slower than river flow
  (typically measured in feet per second), and means
  that a 'parcel' of groundwater takes over a decade to
  move a mile, and about a century to cross a township.
• This natural time scale underscores the importance of
  long-term planning and management, and helps
  explain why resource depletion or contamination
  cannot be quickly or easily rectified
Rock Interaction
• Things are not as simple as that of a stream
  flow, flow beneath the earth surface occurs
  through the rocks and soil.
• So, velocity and pattern of flow depends
  highly on the nature of the rock present at any
  particular location.
• More the permeability, more will be the
  velocity.
Factors affecting the flow underneath
                Type of Rock:
• Igneous and Metamorphic rocks both have
  primarily low porosity i.e. 8-10 %, but in Basalt
  porosity is higher due to vesicles.
• Sedimentary Rocks includes sandstone, siltstone,
  shale, clay stone and limestone
1. Sandstone possesses variable porosity
   depending on its concentration. Coarse Grained
   sandstone and partly consolidated sandstones
   perform better as aquifers.
2. Limestone are better aquifers as solution
cavities are present within them.
3. Claystones, clay and shale have low
permeability values and are poor aquifers.
         Effect of Faults in rocks
• Joints and Cracks contribute to secondary
  porosity.
• Joints decrease in their frequency with depth
• Occurrence of impervious dykes and sills
  contribute to the groundwater localization.

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Hydrogeology 408

  • 1. Ankur Bansal 09010408
  • 2. Groundwater Exploration • Involves Mapping of potential aquifer horizons. • Location of water table through field investigation helps to define the saturated zone of the aquifer. • Several surface and subsurface investigations are carried out.
  • 3. Movement of Groundwater • Groundwater velocity. Most groundwater moves slowly relative to stream flow. Water velocity varies greatly for a variety of reasons. Water flow underground flows in response to differences in water pressure and elevation. • Elevation. Water within the upper part of the saturated zone (phreatic zone) moves down hill from high head to low head. The greater the change in elevation, the faster it will flow. • Water table slope. The slope of the water table strongly influences ground water velocity where the steeper the slope the faster the water flows. Slope is controlled by topography .Groundwater will not move if the water table is flat. • Permeability. Groundwater flows faster in aquifers with high permeability. • Pressure. Water under pressure will move faster than water not under pressure.
  • 4. Effective Porosity of Ground • Some of the pore spaces may be too small or too poorly connected to permit the water they contain to flow out easily • The effective porosity can be thought of as the volume of pore space that will drain in a reasonable period of time under the influence of gravity
  • 6. Velocity of Groundwater Flow • Velocity of Flow is calculated using Darcy’s Law.
  • 7.
  • 8. • Groundwater flow is very slow compared to surface water movement. • This is thousands of times slower than river flow (typically measured in feet per second), and means that a 'parcel' of groundwater takes over a decade to move a mile, and about a century to cross a township. • This natural time scale underscores the importance of long-term planning and management, and helps explain why resource depletion or contamination cannot be quickly or easily rectified
  • 9. Rock Interaction • Things are not as simple as that of a stream flow, flow beneath the earth surface occurs through the rocks and soil. • So, velocity and pattern of flow depends highly on the nature of the rock present at any particular location. • More the permeability, more will be the velocity.
  • 10. Factors affecting the flow underneath Type of Rock: • Igneous and Metamorphic rocks both have primarily low porosity i.e. 8-10 %, but in Basalt porosity is higher due to vesicles. • Sedimentary Rocks includes sandstone, siltstone, shale, clay stone and limestone 1. Sandstone possesses variable porosity depending on its concentration. Coarse Grained sandstone and partly consolidated sandstones perform better as aquifers.
  • 11. 2. Limestone are better aquifers as solution cavities are present within them. 3. Claystones, clay and shale have low permeability values and are poor aquifers. Effect of Faults in rocks • Joints and Cracks contribute to secondary porosity. • Joints decrease in their frequency with depth • Occurrence of impervious dykes and sills contribute to the groundwater localization.