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97%
Earth’s water - Ocean
3%
Earth’s water - Freshwater
69%
Earth’s water- Icecaps and Glaciers
30%
Earth’s water- Groundwater
87%
Earth’s water- Lakes
11%
Earth’s water - Swamps
2%
Earth’s water - Rivers
GROUNDWATER
is water that exists underground in saturated zones beneath the land surface.
GROUNDWATER
water that is found underground in the spaces and cracks of soil, sand , and rocks. It is a vital natural resource that is used for drinking, agriculture, industry
AQUIFER
A subsurface layer or layers of rock or other geological strata with sufficient porosity and permeability to allow either the flow of groundwater or the abstraction of significant quantities of groundwater.
POROSITY
The quality or state of being porous.
PERMEABILITY
The quality or state of being permeable.
UNCONFINED AQUIFERS
CONFINED AQUIFERS
TYPES OF AQUIFERS
UNCONFINED AQUIFERS
are where the rock is directly open at the surface of the ground and groundwater is directly recharged, for example, by rainfall or snowmelt.
CONFINED AQUIFERS
are where thick deposits overlie the aquifer and confine it from the Earth's surface or other rocks.
POROSITY
PERMEABILITY
HYDRAULIC CONDUCTIVITY
SPECIFIC YIELD AND RETENTION
STORAGE COEFFICIENT
TRANSMISSIVITY
HYDRAULIC GRADIENT
AQUIFER PARAMETERS
POROSITY
Percentage of void spaces in the aquifer material
POROSITY
Primary (original voids) and secondary (due to fractures or dissolution).
POROSITY
It determines how much water an aquifer can store.
PERMEABILITY
Ability of material to transmit water
PERMEABILITY
Factors affecting _____: Grain size, sorting, and pore connectivity
GRAIN SIZE
SORTING
PORE CONNECTIVITY
Factors affecting permeability
HYDRAULIC CONDUCTIVITY
Rate of water movement under a hydraulic gradient
HYDRAULIC CONDUCTIVITY
It is critical for groundwater flow modeling
SPECIFIC YIELD
Usable water released by gravity.
SPECIFIC RETENTION
Water retained against gravity.
STORAGE COEFFICIENT
Volume of water released per unit change in head.
STORAGE COEFFICIENT
Low in confined aquifers, higher in unconfined aquifers.
STORAGE COEFFICIENT
Applications: Groundwater resource evaluation.
TRANSMISSIVITY
Rate of water transmission through the aquifer thickness.
TRANSMISSIVITY
It is important in determining the aquifer productivity
HYDRAULIC GRADIENT
Slope of the water table or potentiometric surface.
HYDRAULIC GRADIENT
It is the key in determining flow direction
DARCY’S LAW
Equation the describes the flow of fluid through a porous medium. The law was formulated by Henry Darcy (1856) based on the results of an experiment on the flow of water through beds of sand.
DARCY’S LAW
“For laminar flow through saturated soil mass, the discharge per unit time is proportional to the hydraulic gradient”
WATER WELLS
Artificial structures or excavations designed to access groundwater from underground aquifers.
WATER WELLS
They are one of the oldest and most common methods of extracting groundwater.
DUG WELLS OR OPEN WELLS
TUBE WELLS
TWO BROAD CLASSES OF WELLS
OPEN WELLS
have been the major means of domestic water supply throughout the span of the recorded history of mankind.
OPEN WELLS
They are also used extensively in small-scale irrigation.
OPEN WELLS
are shallow and usually to tab water table aquifers
OPEN WELLS
Some characteristics are:
have an exposed water surface
typically have a large diameter (up to 10 meters)
generally have a depth of up to 20 meters
vulnerable to contamination from surface activities, animals, and weather events
exposed water surface
large diameter (up to 10 m)
depth of up to 20 m
vulnerable to contamination from surface activities, animals and weather events
OPEN WELLS characteristics
UNLINED WELLS
WELLS WITH PERVIOUS LINING
WELLS WITH IMPERVIOUS LINING
DUG-CUM-BORE WELLS
TYPE OF OPEN WELLS
UNLINED WELLS
No lining or casing
UNLINED WELLS
Dug directly into the water-bearing formation.
WELLS WITH PERVIOUS LINING
Lining allows water to seep in from surrounding formations.
WELLS WITH PERVIOUS LINING
Often made of porous materials such as stone or gravel.
WELLS WITH PERVIOUS LINING
can increase water yield but may also introduce contaminants.
WELLS WITH IMPERVIOUS LINING
Lined with materials such as concrete, bricks, or other impermeable materials that do not allow water to seep through.
WELLS WITH IMPERVIOUS LINING
This reduces the risk of contamination, as it prevents surface water or pollutants from entering.
DUG-CUM-BORE WELLS
combination of dug wells and bore wells
DUG-CUM-BORE WELLS
provides access to both shallow and deep groundwater
DUG-CUM-BORE WELLS
more reliable water source
TUBE WELLS
Narrow, cylindrical wells drilled into the ground to extract groundwater.
TUBE WELLS
They consist of a pipe that penetrates the aquifer and is equipped with a strainer to filter out sand and debris.
TUBE WELLS
A pump is used to draw water to the surface.
TUBE WELLS
Some characteristics are:
cased and screened to prevent contamination, ensuring a stable water supply.
drilled into the aquifer using a drill rig
have a smaller diameter, typically 10 cm to 60 cm.
can be drilled to greater depths, up to 500 meters or more.
less vulnerable to contamination
cased and screened
drilled into the aquifer using a drill rig
smaller diameter typically 10 cm to 60 cm
drilled to greater depths up to 500 meters or more
less vulnerable to contamination
Some characteristics of TUBE WELLS
SCREEN WELLS
CAVITY WELLS
Classification based on entry of water.
SCREEN WELLS
The screen permits water to enter the well from the saturated aquifer, while preventing sediment from entering.
CAVITY WELLS
It is the shallow tube well drilled in alluvial formation. A _____ tube
well draws water from bottom of the well and not from the sides
PARTIAL CASING
FULL CASING
Types of Well Construction
PARTIAL CASING
Only portion of a well is cased. Typically, the upper part to prevent collapse and contamination
PARTIAL CASING
This type of construction is commonly used in hard, fractured rock
FULL CASING
Entire length of the well is cased. This provides complete protection against collapse and contamination
FULL CASING
Commonly used in unconsolidated sediment, such as sand and gravel