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GROUND WATER
CONTAMINATION
PREPARED BY- HARDI SUKHADIYA
HYDROLOGICAL PROPERTIES OF
WATER BEARING STRATA &
GROUND WATER IN
HYDROLOGICAL CYCLE
Hydrological Properties Of
Water Bearing Strata
Porosity
Void ratio
Specific yield
Permeability
Hydraulic conductivity
Porosity
The ratio of volume of voids to the
volume of formation multiplied by 100.
Proportion of void space: pore space,
cracks, vesicles
• Gravel : 25-45% (1K - 10K), clay: 45-55%(<.01)
• Sandstone: 5-30% (0.3 - 3), granite: <1 to
5%(.003 to .00003)
 Higher porosity in well rounded,
equigranular, coarse grained rocks.
Void Ratio
Ratio of the volume of voids to the volume of soil.
𝑉𝑟 =
𝑉𝑣
𝑉𝑠
× 100
Specific Yield
The specific yield is the actual amount of water that will drain out of saturated
soil and rock by gravity flow.
It is also called EFFECTIVE POROSITY. 𝑆 𝑦 =
𝑉𝑦
𝑉 𝑓
× 100
Permeability
Measure of how readily fluid
passes through a material.
Depends on the size of the pores
and how well they are
interconnected.
Clay has high porosity but low
permeability.
Hydraulic Conductivity
In Darcy law,
or
K is the hydraulic conductivity or permeability constant.
It depends on
• soil matrix ( porosity, pore size distribution, tortuosity of soil pores )
• Water properties ( viscosity, density )
𝑄 𝛼 𝐼𝐴 𝑄 = 𝐾𝐼𝐴
Ground Water In
Hydrological Cycle
Ground water constitutes one portion of hydrological cycle.
Formations of ground water
Recharge of ground water
• Natural ( like precipitation, lake, stream flow)
• Artificial ( like irrigation, seepage from canal)
Discharge of ground water
• Natural ( like oceans, lakes, streams)
• Artificial ( like pumpage from wells)
THANK YOU

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HYDROLOGICAL PROPERTIES OF WATER BEARING STRATA

  • 2. HYDROLOGICAL PROPERTIES OF WATER BEARING STRATA & GROUND WATER IN HYDROLOGICAL CYCLE
  • 3. Hydrological Properties Of Water Bearing Strata Porosity Void ratio Specific yield Permeability Hydraulic conductivity
  • 4.
  • 5. Porosity The ratio of volume of voids to the volume of formation multiplied by 100. Proportion of void space: pore space, cracks, vesicles • Gravel : 25-45% (1K - 10K), clay: 45-55%(<.01) • Sandstone: 5-30% (0.3 - 3), granite: <1 to 5%(.003 to .00003)  Higher porosity in well rounded, equigranular, coarse grained rocks.
  • 6. Void Ratio Ratio of the volume of voids to the volume of soil. 𝑉𝑟 = 𝑉𝑣 𝑉𝑠 × 100
  • 7. Specific Yield The specific yield is the actual amount of water that will drain out of saturated soil and rock by gravity flow. It is also called EFFECTIVE POROSITY. 𝑆 𝑦 = 𝑉𝑦 𝑉 𝑓 × 100
  • 8. Permeability Measure of how readily fluid passes through a material. Depends on the size of the pores and how well they are interconnected. Clay has high porosity but low permeability.
  • 9. Hydraulic Conductivity In Darcy law, or K is the hydraulic conductivity or permeability constant. It depends on • soil matrix ( porosity, pore size distribution, tortuosity of soil pores ) • Water properties ( viscosity, density ) 𝑄 𝛼 𝐼𝐴 𝑄 = 𝐾𝐼𝐴
  • 10.
  • 11. Ground Water In Hydrological Cycle Ground water constitutes one portion of hydrological cycle. Formations of ground water Recharge of ground water • Natural ( like precipitation, lake, stream flow) • Artificial ( like irrigation, seepage from canal) Discharge of ground water • Natural ( like oceans, lakes, streams) • Artificial ( like pumpage from wells)
  • 12.