introduction to ground water hydrology

Post on 19-Jul-2015

217 Views

Category:

Engineering

9 Downloads

Preview:

Click to see full reader

TRANSCRIPT

Introduction to Ground Water Hydrology

Dr. Mohsin Siddique

Assistant Professor

Dept. of Civil & Env. Engg

1

Hydrological Cycle

2Earth’s Water Cycle or Hydrologic Cycle

Ground Water Hydrology

3

� Groundwater is water that is stored in a porous media (soil/sand/gravel) under the soil surface.

� Ground water hydrology may be defined as the science of occurrence, distribution and movement of water below the surface of earth.

Ground Water Hydrology

4

Shallow groundwater:

Quick recharge (weeks, months, years)

More prone to outside contamination (organic pollution, effluents)

Deep groundwater:

Slow recharge (decades, centuries, fossil)

Sometimes natural contamination (salts, fluor for instance)

Ground Water Hydrology

5

� Saturated / Unsaturated zone

� The porous media can be fully filled with water, called the saturated zone

� The porous media can be partially filled with water, and partially with air,

called the unsaturated zone

� Groundwater management usually only considers the saturated zone

(unfortunately)

Aquifer

6

� Water holding media: Aquifer (Unconfined, Confined or Semi Confined)

� Confining layer: Aquitard and aquiclude

Aquifer

7

� Aquifer is a geologic unit that stores and transmits water.

Aquifer is a underground “reservoir”.

An aquifer can be confined, semi-confined or unconfined

� Confined: (also called artesian) Groundwater is between two restricting layers

� Unconfined: Top of the groundwater is not confined by a restrictive layer

� Semi-confined: Groundwater has semi-restrictive layer

� Aquitard and aquiclude is the name for a confining layer. A confining layer

restricts water flow (usually clay or bedrock)

� Aquitard (partly permeable, sandy clays)

� Aquiclude (contains water but does not transmit it, clays)

Water Table

8

� Top of an unconfined aquifer is the water table

� Top of the pressure level in a confined aquifer is the phreatic level

or piezometric level or potentiometric surface

Water Table and Wells

9

� Top of an unconfined

aquifer is the water

table

� Top of the pressure

level in a confined

aquifer is the phreatic

level or piezometric

level

Water Table

10

� Piezometric level is HIGHER than the actual water level in the confined

aquifer !

� The pressure at the top of the water table equals the atmospheric pressure

� In groundwater hydrology, the pressure at the top of the water table is

defined as 0

� Thus: To lift water ABOVE the water table, energy is needed !!

Wells

11

Groundwater well

� To measure the level of the water table

Piezometer

� To measure the level of the piezometric or phreatic level

Pumping well

� To extract water from the groundwater to the surface (a pump needs

energy to lift the water)

Physical Properties That Affect Groundwater

12

Physical Properties That Affect

Groundwater

13

� Porosity:

� The ratio of voids in a rock or sediment to the total volume of material is referred to as porosity and is a measure of the amount of groundwater that may be stored in the material.

� Permeability:

� It measures the transmission property of the media and the interconnection of the pores.

� It is related to hydraulic conductivity and transmissivity.

Darcy’s Law and Hydraulic Conductivity

14

� Henry Darcy, a French hydraulic engineer, observed that the rate of laminar flow of a fluid (of constant density and temperature) between two points in a porous medium is proportional to the hydraulic gradient,i, (=dh/dl) between the two points (Darcy 1856).

� The equation describing the rate of flow through a porous medium is known as Darcy’s Law and is given as:

Q = K i A

i=dh/dl� Q = volumetric flow rate [L3T-1]

� K = hydraulic conductivity [LT-1]

� A = cross-sectional area of flow [L2]

� h = hydraulic head [L]

� l = distance between two points [L]

� Darcy law is valid only for laminar flow (Re= <= 1)ν

10VD

Hydraulic Conductivity & Transmissivity

15

� Hydraulic Conductivity is the flow rate through a porous medium for unit cross sectional area under a unit hydraulic gradient.

k=Q/iA� Hydraulic conductivity is usually expressed in units of length/time: feet/day,

meters/day, or gallons/day/square-foot.

� Transmissivity, T ,is a measure of the amount of water that can be transmitted horizontally through a unit width by the fully saturated thickness of an aquifer under a hydraulic gradient equal to 1.

� It is equal to the hydraulic conductivity multiplied by the saturated thickness of the aquifer and is given by:

Ground Water Management

16

� For sustainability, we must have a balance between Ground Water Withdrawal and Ground Water Recharge.

� If groundwater is pumped faster

than the recharge, water levels

drop

� Porous media lose water, pores are

filled with air

� Porous media could consolidate,

resulting in land subsidence, sink

holes, loss of water storage

capacity

land level in 1925

land level in 1955

land level in 1977

Artificial Aquifer Recharge

17

� Artificial aquifer recharge (AR) is the enhancement of natural ground water supplies using man-made conveyances such as infiltration basins or injection wells.

Aquifer Storage and Recovery

18

� Aquifer storage and recovery (ASR) is a specific type of AR practiced with the purpose of both augmenting ground water resources and recovering the water in the future for various uses.

Aquifer Storage and Recovery-UAE

19 LIWA ASR Project

Aquifer Storage and Recovery-UAE

20

LIWA ASR Project

Aquifer Storage and Recovery-UAE

21

LIWA ASR Project Inset Map

� Source:http://www.environmentalatlas.ae/cartography/resourceOfLife/waterInfrastructureDesalinationSupplyDistributionAndASRProjects

Thank you

� Questions….

22

top related