sources of water
DESCRIPTION
Different sources of waterTRANSCRIPT
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Sources of Water
Dr. S. T. RAMESH, Ph.D.
Associate Professor
Department of Civil Engineering
National Institute Technology,
Tiruchirappalli – 620 015.
E-Mail : [email protected]
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
HYDROLOGICAL CYCLE
• The hydrological cycle describes the constant movement of
water above, on, and below the Earth's surface.
• The cycle operates across all scales, from the global to the
smallest stream catchment and involves the movement of
water along evapotranspiration, precipitation, surface
runoff, subsurface flow and groundwater pathways.
• In essence, water is evaporated from the land, oceans and
vegetation to the atmosphere, using the radiant energy
from the Sun, and is recycled back in the form of rain or
snow.
• When moisture from the atmosphere falls to the Earth's
surface it becomes subdivided into different interconnected
pathways.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Precipitation (excluding snow and hail) wets vegetation,
directly enters surface water bodies or begins to infiltrate into
the ground to replenish soil moisture.
• Excess water percolates to the zone of saturation, or
groundwater, from where it moves downward and laterally to
sites of groundwater discharge.
• The rate of infiltration varies with land use, soil characteristics
and the duration and intensity of the rainfall event.
• If the rate of precipitation exceeds the rate of infiltration this
leads to overland flow.
• Water reaching streams, both by surface runoff and
groundwater discharge eventually moves to the sea where it
is again evaporated to perpetuate the hydrological cycle.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• PRECIPITATION: The evaporated water from the
surfaces of streams, rivers, sea, ponds, wet surfaces,
trees and plants etc again returned to the earth surface
by the condensation in the form of rain, hails, dew, sleet
etc is known as precipitation.
• The water of precipitation further goes off in the following
ways.
• RUN-OFF: After precipitation a portion of its water flows
over the ground in the form of rivers and streams and
some water flows towards lakes and ponds and collected
there.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• INFILTRATION: A portion of precipitation percolates in
the ground and it is stored in the form of sub-soil or
ground water.
• EVAPORATION: some portion of the precipitation is
also evaporated from the lakes, rivers, reservoirs and
wet surfaces in the form of vapor due to sun‟s heat is
known as evaporation Water Supply Engineering
• EVAPO-TRANSPIRATION: The roots of the trees sucks
water from the ground and some portion of it evaporates
in the atmosphere through leaves in the form of
transpiration.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Kinds of precipitation
• There are different kinds of precipitation:
– (1) convectional,
– (2) orographic and
– (3) cyclonic.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Orographic Precipitation
• Orographic precipitation results when warm moist air moving
across the ocean is forced to rise by large mountains.
• As the air rises, it cools. Why? A higher elevation results in
cooler temperatures.
• Cold air cannot hold as much moisture as warm air.
• As air cools, the water vapour in the air condenses and water
droplets form.
• Clouds forms and precipitation (rain or snow) occurs on the
windward side of the mountain (see diagram).
• The air is now dry and rises over top the mountain.
• As the air moves back down the mountain, it collects moisture
from the ground via evaporation.
• This side of the mountain is called the leeward side. It receives
very little precipitation.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Orographic Precipitation
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Convectional Precipitation
• Convectional precipitation results
from the heating of the earth's
surface.
• The warm ground heats the air over
it.
• As the air warms, the air molecules
begin to move further apart.
• With increased distance between
molecules, the molecules are less
densely packed.
• Thus, the air becomes “lighter” and
rises rapidly into the atmosphere. As
the air rises, it cools.
• Water vapour in the air condenses
into clouds and precipitation.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Cyclonic Precipitation
• Cyclonic or Frontal precipitation results when the leading
edge of a warm, moist air mass (warm front) meets a
cool and dry air mass (cold front).
• The molecules in the cold air are more tightly packed
together (i.e., more dense), and thus, the cold air is
heavier than the warm air.
• The warmer air mass is forced up over the cool air.
• As it rises, the warm air cools, the water vapour in the air
condenses, and clouds and precipitation result.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• This type of system is called Frontal Precipitation
because the moisture tends to occur along the front of
the air mass.
• A cyclonic storm is a large, low pressure system that
forms when a warm air mass and a cold air mass collide.
• This collision often occurs under the polar-front jet
stream which spreads cold, dry arctic air near warm,
moist tropical air.
• The rotation of the earth causes the air to circulate in a
counterclockwise direction around an area of low
pressure
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Cyclonic Precipitation
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
The hydrological cycle
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Sources of Water
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Sources of water (RAIN)
Surface Sources Ground Sources
Streams Springs
Lakes Infiltration Galleries
Ponds Infiltration Wells
Rivers Wells and Tube wells
Impounded Reservoirs
Oceans
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Surface Water
• When rain falls upon the earth, part runs off tostreams, ponds, lakes or the ocean.
• Snow evaporates to some extent, but intemperate climate most of it remains to melt andrun off in the spring, thereby contributing tospring floods.
• In mountainous regions the snow at the higherelevation melts slowly with warm weather andthus tends to maintain the flow of streams and toeffect their summer quality and quantity.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• The quality of water taken from the surface sourcesdepends upon– the character and the area of the water shed,
– its geology and topography,
– the extent and nature of the development by man,
– time of year and
– weather conditions.
• The quality of water taken from the streams is generallymore variable and less satisfactory than that of pondsand lakes.
• Water from lime stone regions is harder but lesscorrosive than water from granite regions.
• Surface sources in heavily polluted areas are affected bysewage and industrial sources.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Streams
• Water flowing in streams consist of direct
precipitation runoff which has flowed over the
surface of the ground or overflow from the lakes
and swamps and water seeping through the
ground from the high land to the valleys.
• The proportion of flows from the several sources
varies from season according to the geology and
development of the drainage area,
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• During periods of heavy precipitation, the melting snowand of floods, the stream flow consists largely of surfacerunoff.
• At these times the water may be muddy, relatively softand high bacterial content.
• During extreme floods the dilution may be such that thewater is less muddy and contains fewer bacteria.
• Streams subject to pollution by man or his activities maybecome highly objectionable because of over-loadingwith putrescible organic matter. Finally, betweenmaximum and minimum flows there may be substantialvariations in the quality.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• The quantity and type of surface wash carried intostreams depend upon the character of surface materials,the steepness of the valley slopes, the area and type offorestation, swamps, and the amount and kind ofcultivation.
• Clay soils tend to produce muddy streams cause rapidrun off, resulting in erosion and a change in water qualityeffect by washing of silt into the streams.
• Forests, on the other hand, retard run off and tend toequalize stream flow.
• Other things, being equal, the run off from areas withforests of deciduous trees is more highly colored thanthat from areas with stands of ever green.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Run off from cultivated land is likely tocarry silt and particles of fertilizer, whereasrun off from pasture lands will carrymanure and other organic debris.
• In the autumn much dead vegetation willbe blown of washed into water courses.
• Thus it is evident that even streams fromrelatively sparsely inhabited water shedswill carry considerable „natural pollution‟.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Soluble minerals are brought into streams notonly as a result of run off absorbing suchsubstances from the surface of the soil, but asthe result of ground.
• These minerals seep through the ground.
• These soluble minerals increase the alkalinityand hardness of the streams somewhat inaccordance with the relative proportions of theground and surface water as well as with thecharacter of the geological formation.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• From a sanitary stand point, pollution by man or or as aresult of his pursuits is the most significant.
• In sparsely settled regions, human pollution will berelatively indirect, incidental or accidental.
• In populated regions the pollution by sewage andindustrial wastes will be direct.
• Such pollution may carry germs or disease from humanexcreta or toxic substances from the manufacturingwastes.
• The extent of impairment of a stream is roughlyproportional to the ratio of population to the stream flow.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• There are natural causes which also tend to purify polluted streams.
• These cause are physical, chemical and biological.
• Sedimentation removes silt and other suspended matters, oxidationmodifies organic constituents, sunlight bleaches color, and biologicalforces tend to destroy disease organisms.
• The degree of self purification obtained is dependent uponnumerous factors including time, temperature, character of thepollution dilution ratio, hydrography and reaeration.
• Ice covers tends to retard such natural processes which areenhanced by surface aeration, and there is evidence that diseasegerms, such as those of typhoid fever, live longer in cold water thanin warm water,
• Decomposing deposits of organic matter in bottom of streams alsohave an adverse effect on color, taste, iron and carbon dioxidecontents.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Climatic, geographic and hydrographicconditions are among the factors which affectthe physical, chemical and biologicalcharacteristics of stream water.
• Temperature vary according to season andgeographic location.
• Large streams have less rapidly fluctuatingtemperatures than do small streams.
• Streams in calcareous regions of hard, those insiliceous regions are soft.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Different sections of the country have streams ofdifferent outstanding characteristics.
• Microscopic flora and fauna are prompted or retarded byvariations in physical and chemical conditions.
• Floods although temporarily the increase turbidity andsuspended matter, tend to scour deposits from streambeds, thereby removing organic matter, which, indecomposing, would impair the quality of water.
• Shallow, rapid streams may undergo self purificationmore quickly than do keep sluggish, although in latersedimentation may reduce sediment and bacteria moreeffectively.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Ponds and Lakes
• What are Lakes and Reservoirs?
– Lakes and reservoirs are oftenreferred to as standing watersand encompass a wide rangeof types and sizes.
– These range from ponds,gravel pits and slow movingcanals to very large naturallakes.
• Lakes
– Lakes are large bodies ofstanding water, either formednaturally or man-made foramenity purposes.
– Water levels tend not tofluctuate to any great extentand gently shelving marginssupport a wide variety of floraand associated fauna.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Ponds and Lakes• A natural large sized depression formed within the
surface of the earth, when gets filled up with water, ifknown as pond or a lake.
• The difference between a pond and a lake is only that ofsize.
• If the size of the depression is comparatively small, itmay be termed as a pond, and when the size is larger, itmay be termed as lake.
• The flow of water in a lake is just like the flow in a streamchannel.
• Generally, the surface runoff from the catchment areacontributing the particular lake, enters the lake throughsmall drains or streams.
• Sometimes, the underground water through somespring, also enters natural depressions and get collectedthere, forming ponds and lakes.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• The quality of water in a lake is generally good and doesnot need much purification.
• Larger and older lakes, however provide comparativelypurer water than smaller or newer lakes.
• Self purification of water due to sedimentation ofsuspended matter, bleaching of color, removal ofbacteria makes the lake‟s water purer and better,
• On the other hand, in still waters of lakes and ponds, thealgae, weed and vegetable growth takes place freely,imparting bad smells, tastes and color to their waters.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Wave action tends to produce turbid shore water andsome instances, growth of microscopic organisms mayat times be heavy in such waters.
• In the great lakes, gross population occurs along shoresin the vicinity of large centers of population.
• Wind induced currents, flood flows from tributories andice flows may carry pollution many kilometers in thelakes.
• Generally in the large lakes, dilution and self purificationassure good quality in water that are well off shore,except as localize and passing pollution may result fromboat traffic.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• The quantity of water available from lakes is,however, generally small. It depends upon thecatchment area of the lake basin, annual rainfall,the geological formations.
• Due to the smaller quantity of water availablefrom them, lakes are not considered as principalsources of water supplies,
• They are, therefore, useful for only small townsand hilly areas.
• However, when no other sources are available,larger lakes may become the principal sourcesof supplies.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Classifications of Productivity
Oligotrophic Lakes
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Eutrophic Systems
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Hypereutrophic
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Dystrophic Lake
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Comparison of Lake System with River
System
• Lakes / Reservoirs
– Lotic / Static
– Vertical stratification
– Wind and Thermal Perturbations
– Pollutant / Nutrient accumulation
• Rivers / Streams
– Lentic / Running
– No stratification
– Mixing by Flow
– Natural dilution / self-purification
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Impounded reservoirs
• An impounded reservoir may be defined as an artificiallake created by the construction of a dam across a valleycontaining a water course.
• Impounded reservoirs, formed by dams across thevalleys cut by streams, are subjected to much the sameconditions as are natural ponds and lakes.
• The reservoir essentially consists of two parts
– A dam to hold back water
– A spillway through which excess stream flow maydischarge
– A gate chamber containing the necessary valves forregulating the flow of water from the reservoir.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Reservoirs
• Reservoirs, or dams,are man-made bodiesof open water servingas public water supplysources, as winterstorage for cropirrigation or as floodstorage facilities inassociation with rivercorridors.
• Upland reservoirs arecommonly known asimpounding reservoirssince they are builtacross river valleys.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Impounded reservoirs
• When some of the early reservoir were built, the surfacesoil of the site was stripped of all vegetation and top soilto avoid the effects of decomposing organic matter.
• Normally the good quality of water will be found at aboutmid depth.
• Top water are prone to develop algae.
• Bottom of the water may be high in CO2, Iron,Manganese and an occasion hydrogen sulphide.
• In deep lakes and reservoirs the bottom water remainscold throughout the year, a permanent zone relativestagnation occurring at depths below about six meters.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Forms of Subsurface Water
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Ground water
• Part of rain which falls upon the surface of the earthpercolates into the ground and becomes ground water.
• During this passage through the ground, the watercomes in contact with many substances, both organicand inorganic.
• Some are readily soluble in water.
• Others such as those causing alkalinity and hardness,are soluble in water containing carbon dioxide absorbedfrom the air or from decomposing organic matter in thesoil.
• The decomposition organic matter also removedissolved oxygen from the water percolating through it.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Such water, free from oxygen and high in carbondioxide, dissolves iron and manganese from thesoil.
• Water containing iron and manganese isfavorable for the development of Crenothrix andother similar organisms in collected groundwater supplies.
• Hydrogen sulphide sometimes occurs in groundwater and is associated with the absence ofoxygen the decomposition of organic matter orthe reduction of sulphates.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Although bacteria and other living organisms onthe surface of the ground may first be picked upby rain falling thereon, percolation into thesubsoil results in the filtering out of theseorganisms.
• An exception occurs where fissured or crackedrock, such as lime stone, is encountered nearthe surface.
• The sanitary conditions in the vicinity of ground water sources are important, particularly where sub surface pollution may be derived from privy pits, leaching cess pools and leaking sewers.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Generally ground water are clear, cold, colorless andharder than the surface water of the region in which theyoccur.
• In lime stone formations ground waters are very hard, tendto form deposits on water pipes and relatively noncorrosive.
• In granite formation ground waters are soft, low in dissolvedminerals, relatively high in free carbon dioxide, and areactively corrosive.
• Bacterially, ground waters are much better than surfacewaters except where subsurface pollution exists.
• Although changes in the rate of draft from wells may aboutchanges in the quality of water from them, ground watersgenerally of uniform quality.
• Ground water temperatures remain fairly uniformthroughout the year.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• These are further divided into
(i) Infiltration galleries
(ii) Infiltration wells
(iii)Springs
(iv)Wells etc.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Springs
• Ground water that flows naturally from the ground at thesurface is called a spring, and where the flow is diffuse, itmay be called a seep or seepage.
• Many rivers receive water from diffuse seepage.
• The occurrence of most springs is controlled by thestructure of the rock formations.
• The flow rate from a spring may depend on ground waterrecharge conditions, the season, and the water demandsof vegetation.
• Typical geological situations (very simplified) for theoccurrence of springs are shown in the five crosssections:
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Springs
• Natural outflow of Ground water at earth‟ssurface.
• Gravity springs : Ground water table rises high &water overflows though the sides of a naturalvalley or depression.
• Surface springs : an impervious obstructionsupporting underground storages becomesinclined causing water table to go up & getexposed to ground surface.
• Artesian Springs : when water flowing throughsome confined aquifer is under pressure.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Saturated soils over impermeable rock
• A spring can occur ifimpermeable bedrockprevents downwardflow.
• The size of upslopearea, the soil thickness,and the frequency ofprecipitation (rain orsnow-melt) willdetermine whether thespring flows year-round.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Permeable and impermeable rock
• Where rock strata havebeen tilted and eroded itis possible forprecipitation falling onone side of a hill tocontribute to spring orseepage flow on theother side!
• Finding the origin ofrecharge to a spring canbe important if thesource is to be protected.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Barrier of intrusive rock
• A spring may result from theoccurrence of impermeableintrusive volcanic rocks.
• In this case, water emergesas a spring, flows as a streamwhere the rock isimpermeable, and then seepsbelow the surface when itreaches permeable rock,before seeping into a streamin the valley.
• In igneous rocks, such asgranites, water moves throughweathered zones, joints andfractures.
• A spring can occur when animpermeable layer causeswater to reach the surface.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Joints and fractures in
granite
Permeable against
impermeable rock
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Fault as flow conduit
• In situations where rocksare fractured along theline of a geologic fault, itmay result in a springsupplied from an aquiferin contact with the fault.
• Depending on thetopography of the landsurface there could be aline of springs related tothe same fault.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Infiltration well
• Infiltration well or sunk well is only the inter position of a
masonry or concrete barrel into such a formation so as
to intercept as large a quantity of water as possible.
• Infiltration wells are generally proposed in the river bank,
riverbed or lakebed to tap water from the unconfined
aquifer.
• Infiltration wells are preferred where the minimum
saturated thickness of aquifer is at least 5m.
• Generally, this will provide a very good supply of water
throughout the year.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Even if the river dries up during times of little rain, water
will be available from the underground.
• Water from the stream passes through the sand and silt
in the river bank and impurities are removed by natural
filtration.
• The degree of purification will depend on the extent of
contamination of the stream and on the soil type.
• In many cases, the purification process in the sub soil
system will be sufficient, and no further treatment is
necessary.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Infiltration well
Plan of Jack Well receiving water
from a number of infiltration wells
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Infiltration wells
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Infiltration galleries
• To increase the amount of water that can be collected by aninfiltration well, infiltration galleries can be constructed.
• A horizontal tunnel which is constructed through waterbearing strata for tapping underground water near rivers,lakes or streams are called “Infiltration galleries”.
• These trenches are dug in the bank parallel to the stream,below groundwater level, or below the stream bed itself.
• Tile, concrete or perforated plastic collecting pipes are placedin the gravel-lined trenches and connected to a storage well.
• The gravel in the trench filters out sediment and preventsclogging of the pipes.
• The water is pumped from the storage well into thedistribution system in the same way as described forinfiltration wells.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Infiltration Galleries
Porous Pipe Galleries
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Infiltration galleries
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Infiltration galleries
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Wells
• A well is a vertical opening which extends from the
surface of the ground into the water bearing formation.
• The water bearing stratum is termed as the aquifer.
• The three factors which form the basis of theory of wellsare
– Geological conditions of the earth‟s surface
– Porosity of various layers
– Quantity of water, which is absorbed and stored indifferent layers.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Open Wells (Dug Wells)
• Open masonry wells, 2 – 9 m dia, less than 20 m depth.Discharge 5 L/s
• Walls built of brick or stone masonry or precast concretering
• To improve yield of well, 10 cm dia hole at centre of wellis made (Shallow well / Deep Wells)
• Shallow well rests in a pervious strata.
• Deep well rests on an impervious „mota‟ layer & drawsits supply from the pervious formation lying below „mota‟layer.
• A shallow well might be having more depth than a deepwell
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Types of wells
• The following are different types of wells
– Shallow wells
– Deep wells
– Tube wells
– Artesian wells
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Shallow wells
• Shallow wells are those developed in surface deposits of
pervious materials overlying an impervious stratum.
• Arbitrarily, any well deeper than 20 meters may be
considered a deep well.
• Shallow wells may be large diameter dug wells or small
diameter drivel wells.
• Suction lift is usually employed to obtain water from the
wells.
• The quality of shallow well ground water is largely
determined by the character of the nearby catchment area.
• Properly protected shallow wells in satisfactory pervious
material will yield water of good quality.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Deep wells
• Deep wells are either driven or drilled, depending upon
the strata encountered.
• Often they penetrate impervious strata before reaching
the water bearing stratum desired.
• Just like shallow wells, waters from deep wells possess
characteristics determined by the nature of the tributary
catchment area and the geological formation through
which the waters have passed.
• Deep well waters are likely to be more highly mineralized
than, shallow well waters.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
• Deep well water are usually clean and colorless but
often, contain iron and manganese.
• Certain deep wells may contain water with high amount
of hydrogen sulphide, and other may contain mineral
salts such as chlorides, sulphates, and carbonates which
render treatment difficult.
• Deep well waters are usually bacterially.
• In new wells temporary contamination may result during
driving or drilling operations.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Deep wells
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Tube Wells
• A tube well is constructed by taking a boring into the
ground and driving with auger or bit by hand or by
machinery.
• Tube well are suitable both for deep as well as shallow
wells.
• They may be constructed in soft, un consolidated soil or
in a rock formations and may accordingly be termed as
bored wells or drilled wells respectively.
• Their sizes ranges widely from 25 mm to 900 mm
diameter.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Tube Wells
• Yield from std. tube well 40 - 45 L/s.
• A long pipe or tube, bored deep into the ground,
intercepting one or more water bearing strata.
• Tube wells in Alluvial soils / Hard Rocky soils.
• Deep tube wells : 70 - 300 m depth, yield 200
L/s.
• Shallow tube wells : 20-70 m depth, 20 L/s yield
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Tube Wells
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Artesian wells
• Like a pipe full of water, the confined aquifer into which
this well is drilled sustains higher water pressure than in
the unconfined aquifer above it, so that water is forced to
rise higher in the artesian well than the local water table
around it.
• If the water level rises above the top of the well, the well
flows under natural water pressure
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.
Summary of Methods of Developing
Sources of Surface Water
Method Quality Quantity Accessibility Reliability Cost
Springs and
Seeps
Good quality;
disinfection
recommended after
installation of spring
protection.
Good with little
variation for
artesian flow
springs; variable
with seasonal
fluctuations likely
for gravity flow
springs.
Storage necessary
for community
water supply;
gravity flow delivery
for easy community
access.
Good for artesian
flow and gravity
overflow; fair for
gravity depression;
little maintenance
needed after
installation.
Fairly low cost; with
piped system costs
will rise.
Ponds and
Lakes
Fair to good in large
ponds and lakes; poor
to fair in smaller water
bodies; treatment
generally necessary.
Good available
quantity; decrease
during dry season.
Very accessible
using intakes;
pumping required
for delivery system;
storage required.
Fair to good; need
for a good program
of operation and
maintenance for
pumping and
treatment systems.
Moderate to high
because of need to
pump and treat
water.
Streams and
Rivers
Good for mountain
streams; poor for
streams in lowland
regions; treatment
necessary.
Moderate: seasonal
variation likely;
some rivers and
streams will dry up
in dry season.
Generally good;
need intake for both
gravity flow and
piped delivery.
Maintenance
required for both
type systems; much
higher for pumped
system; riverside
well is a good
reliable source.
Moderate to high
depending on
method; treatment
and pumping
expensive.
Rain Catchment Fair to poor;
disinfection necessary
Moderate and
variable; supplies
unavailable during
dry season; storage
necessary.
Good; cisterns
located in yards of
users; fair for
ground catchments.
Must be rain; some
maintenance
required.
Low-moderate for
roof catchments;
high for ground
catchments.
Dr. S. T. Ramesh / Associate Professor / Civil Engg.