Summary: Wastewater Sewage Treatment - Impurities in Sewage Wastewater - Recently Updated Pages
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Recycling and reuse of wastewater will do away with the need of
using fresh water. The extent to which the processes involved in
wastewater treatment are cost effective and easy to follow will act
as an impetus. Hence discussing about the processes involved in
wastewater treatment and their relative merits and demerits becomes
pertinent.
Like Sedimentation tanks, Septic tanks (Imhoff tanks) can play a
major role in the process of removing solids from wastewater.
Designed by Karl Imhoff of Germany, an Imhoff tank is an improved
septic tank in which the incoming sewage or influent is not allowed
to get mixed up with the sludge produced. Also, the outgoing sewage
or effluent is not allowed to carry with it any large amount of the
suspended matter as in the case of a septic tank.
**Construction and operational features**
It is a double chamber tank, the upper chamber is called the
sedimentation tank or flowing-through chamber, through which sewage
flows at a very low velocity; the lower chamber is the digestion
chamber in which anaerobic or septic decomposition occurs.
Solids of the sewage settle to the bottom of the sedimentation
chamber through the sloping bottom walls (slope 5 vertical to 4
horizontal). They are made to fall in the digestion chamber through
an entrance slot at the lowest point of the sedimentation chamber.
The slot is trapped or overlapped in such a way that the gases
generated in the digestion chamber cannot enter the sedimentation
chamber.
A gas vent, also called scum chamber is provided with the digestion
chamber to take care of the gases escaping to the surface. The
chief gas is methane (CH ) having a considerable fuel value and
may, therefore, be separately collected for use. In order to
prevent particles of sludge or scum from penetrating into the
sedimentation chamber, the sludge and scum must be maintained at a
distance of at least 45 cm below and above the slots respectively.
The free or clear zone is called neutral zone.
The digestion chamber is made up of two or three inverted cones
called hoppers with sides sloping (1 : 1) so as to concentrate the
sludge at the bottom of the hopper. The sludge is removed
periodically through sludge-pipe, the flow being under a
hydrostatic pressure of 1.2 to 1.8 m. All the sludge is not
removed, only the lower layers which are completely decomposed are
withdrawn, leaving some sludge to keep the tank seeded with
anaerobic bacteria.
To permit uniform distribution of settled solids throughout the
length of the digestion chamber, so as to utilize the storage
capacity in the greatest measure, arrangements for reversing the
direction of flow through the tanks are commonly made.
**Merits**
Imhoff tanks combine the advantages of both the septic and
sedimentation tanks and, as such find use in case of small
treatment plants requiring only preliminary treatment. They have
better economy and give good results without skilled attention with
minimum problems of sludge disposal.
**Demerits**
(i) Greater depth means greater costs and especially where
excavation is to be done in quick sand or solid rock, they become
uneconomical. (ii) Unsuitable to acidic wastewater exists. (iii)
There's no adequate control over their operation. This makes them
unsuitable for use in large treatment plants where separate sludge
digestion tanks are preferred.
Author Bio:
Richard J. Runion is the President of Geostar Publishing &
Services LLC. Rich loves net research & blogging. His new blog
on Wastewater Treatment is fast becoming popular, as it is
comprehensive and well-researched. To learn all about
wastewater, click:
http://www.all-about-wastewater-treatment.com .
This has also been published as:
wastewater treatment plant on Zimbio
Date Published: Aug 22, 2008 - 8:17 am
Water as a chemical:
Pure water is a compound of hydrogen and oxygen. It is colorless,
odorless and tasteless. It exists as liquid at ambient
temperature.
Water - what it contains:
Water has both living and non-living organisms and substances in
it. The living organisms can be further subdivided into macro- and
micro- organisms. Macro organisms, which are biological, are those
that are visible to the naked eye or can be seen through a
microscope.
In contrast, microbiological micro-organisms are not visible even
through a microscope.
Water quality criteria:
The quality of water is a function of several factors. These
include its source, location, geological conditions, depth of water
level, seasonal changes, domestic activity, agricultural activity,
industrial activity, etc.
Excessive exploitation of natural resources and the use of
technological advances with no concern for the ecology adversely
affect air, water and land, alike.
The substances present in water can be classified as floating
matter and suspended matter. Floating matter takes the form of
leaves, twigs, dead organisms and algae. Examples of suspended
matter present in water are silt, clay, decaying vegetable matter,
bacteria, microorganisms, algae, insoluble iron, and manganese.
There are also dissolved impurities which include gases like carbon
dioxide, hydrogen sulfide, etc., as well as chemical substances,
minerals and salts.
Water sources and water quality:
Water quality differs according to the source. For instance, the
turbidity in surface water is usually high, while ground water and
sub-soil water on river beds are colorless and clear. Again,
sub-soil water and ground water are more likely to have totally
dissolved solids than surface water. The presence of hardness,
alkalinity, fluoride, chloride and nitrate are all more likely in
ground water than in surface level or sub-soil water. Bacteria and
organic matter are more likely to be found in surface level water
than in ground or sub-soil water.
Water pollution:
Water is essential for living, just like air. One may live without
air for a few minutes. But, without water, one is sure to die
within a few days. We all know about air pollution. Water pollution
is also the gift of modern man to posterity.
How water gets polluted:
Pollution of water sources is caused by sewage and sullage from
human settlements, dumping of solid wastes, wastewater from
industries, and chemicals in agriculture. When foreign materials
harmful to us are added, the water is sure to get polluted. Two
readily such foreign materials that come readily to mind are
industrial waste and sewage from cities.
Why we need good water:
We need good water for drinking by humans and animals, supporting
aquatic life, generating electric power, irrigating crops in
fields, and recreation such as water-based sports.
Thus the need for wastewater treatment can never be
overemphasized.
Author Bio:
Richard J. Runion is the President of Geostar Publishing &
Services LLC. Rich loves net research & blogging. His new blog
on
wastewater is fast becoming popular, as it is
comprehensive and well-researched. To know more about wastewater
treatment, click here:
http://www.all-about-wastewater-treatment.com .
This has also been published as:
water quality on Blogspot
Date Published: Aug 19, 2008 - 7:13 am
It's not a widely published fact, but that's no reason why it
should not be a widely acknowledged problem. The world's supply of
fresh water is slowly running dry. Forty percent of the world's
population is already reeling under the problem of scarcity.
Most of the diseases plaguing the world are water-borne. And while
there is a child born every eight seconds in America, there is a
life taken every eight seconds by some water-borne disease in other
parts of the world.
Is it the lopsided distribution of fresh water that is causing
climate change, or is it the climatic change that is causing this
lopsided distribution? The fact is that there is a significant
climate change, and as a consequence of this change, some regions
are becoming drier while others are getting wetter. Some parts of
the world are experiencing greater desertification, while others
are suffering category 4 and 5 hurricanes.
According to the United Nations, water scarcity is amongst the most
serious crises facing the world. And things are only getting
worse.
Uzbekistan and Kazakhstan of the erstwhile USSR, Chile, Mexico,
Paraguay, Argentina, Peru and Brazil in Latin America, parts of
China and the Middle East especially Iran, and more than 25
countries of Africa are all suffering from varying degrees of
desertification.
Global weather has gone awry. It is making poor countries poorer.
Countries that are already facing drought and famine are getting
less and less water. For how long can these countries run on
dry?
Nowhere is the situation worse than in Africa. Almost 40 million
people in 19 countries are facing imminent food shortage. Much of
the livestock there will perish. The growing water shortage will
make food scarcer, potable water less accessible and water-borne
diseases even more rampant. And the number of people who will
suffer all this is expected to touch more than 500 million by the
2025. And the global consequence: A greater dependence on
international aid.
And this problem is not just limited to Africa. No one can tell
which part of the globe will be next.
Blame this on nature. It's most convenient. But fact is, much of
the blame belongs to increasing consumption and improper usage.
At every opportunity nature reminds us by what it does and what it
doesn't, that it is one of the forces we have little control over.
So there's no way we can stop the rain or start it. But what we can
do is become more water-efficient - get more from every gallon of
water. And the only way to do this is to recycle and reuse waste
water. Water is the giver of life. It has no substitute. And every
drop counts!
Many believe that the next world war is likely to be fought on the
issue of water. Even though the world is two-thirds water, most of
it is not potable, and much of it is not usable for any other
purpose as well.
And we are busy consuming and contaminating whatever is left of it,
as if it were a non-depletable resource. This article is one of
several aimed at identifying ways to make the best use of water, an
increasingly scarce resource, by recovering it from wastewater,
whether we intend to reuse the water so recovered or let it just
charge our ground water reserves.
This is aimed at a wide cross-section of people involved in taking
corrective action across the world policy makers, administrators,
municipal engineers & scientists, engineers &
administrators in industries vested with the responsibility of
wastewater treatment and management, industrial & residential
property builders, academics, students and just about everyone who
cares about posterity.
Author Bio:
Richard J. Runion is the President of Geostar Publishing &
Services LLC. Rich loves net research & blogging. His new blog
on
Wastewater Treatment is fast becoming popular,
as it is comprehensive and well-researched. Read his blog at:
http://www.all-about-wastewater-treatment.com .
This has also been published as:
Wastewater Management on Zimbio
Date Published: Aug 18, 2008 - 8:05 am
In a previous article, I listed some important factors you must
take into account before you treat wastewater. These include the
presence, in the wastewater, of acidity, alkalinity, hardness, and
chloride, as well as the BOD and COD of wastewater. In this
article, I have added substantially to the list. Before wastewater
treatment begins, the following factors must also be
considered.
Ammonia nitrogen:
This is derived from ammonium compounds and organic compounds in
wastewater by aerobic or anaerobic digestion. Un-ionized ammonia is
toxic to fish life. Free ammonia, in concentration above about 0.2
mg/l can cause fatalities to fish. Ammonia toxicity is not a
problem in receiving waters with pH below 8.0. This can be
estimated by distillation of wastewater at pH above 9. The ammonia
liberated is neutralized in sulfuric acid. The excess sulfuric acid
is back titrated with alkali. The estimation of ammonia can be done
by any other methods like nesslerization or digestion.
Nitrate nitrogen:
Nitrate nitrogen in drinking water with high nitrate content often
causes methemoglobinemia (blue-baby disease) in infants. The
maximum concentration should not be allowed to exceed 45 mg/l.
Nitrate is reduced to nitrite in digestive system which, in turn,
attacks the hemoglobin in infants resulting in methemoglobinemia.
Nitrate nitrogen can be estimated by measuring the optical density
at 220 nm and 275 nm in spectrophotometer.
Nitrite:
Nitrite can also interact with amine chemically or enzymatically to
form nitrosoamines which are carcinogens. This is measured by
colorimetric determination using sulfanilamide.
Sulfate:
Sulfate is one of the major anions occurring in natural waters.
Sulfates form hard scales in boilers and heat exchangers. Sulfate
assumes significance in water and wastewater, as it is associated
with odor and sewer-corrosion problems resulting from the reduction
of sulfate into hydrogen sulfide under anaerobic conditions.
Sulfate in water or wastewater can be estimated by precipitation
with barium chloride, acidified with hydrochloric acid.
Phosphates:
Most of the synthetic detergents designed for the household
applications contain large amounts of polyphosphates as builders.
Many of them contain 12-13% phosphorous or over 50%
poly-phosphates. The organisms involved in the biological processes
of wastewater treatment require phosphorous for reproduction and
synthesis of new cellular material. Phosphorous in wastewater
causes eutrophication, which affects transportation in sea/lakes.
The presence of phosphorous in wastewater needs to be controlled
before it is discharged into the receiving water bodies.
Phosphorous present in wastewater can be estimated through
colorimetric technique, by adding acidified ammonium molybdate
solution to form a molybdophosphate complex.
Nutrients:
Wastewater often contains large amounts of the nutrients like
nitrogen and phosphorus in the form of nitrate and phosphate, which
promote plant growth. In severe cases, excessive nutrients in
receiving waters cause algae and other plants to grow quickly
depleting oxygen in the water. Deprived of oxygen, fishes and other
aquatic organisms die, emitting foul odors. Nutrients from
wastewater have also been linked to ocean "red tides" that poison
fishes and cause illness in humans.
Author Bio:
Richard J. Runion is the President of Geostar Publishing &
Services LLC. Rich loves net research & blogging. His new blog
on
wastewater is fast becoming popular, as it is
comprehensive and well-researched. Read his blog at:
http://www.all-about-wastewater-treatment.com .
This has also been published as:
wastewater on Tumblr
Date Published: Aug 14, 2008 - 3:08 am
There are some important things you must take into account before
you begin wastewater treatment.
Acidity:
Can water be acidic in taste? Most natural water, domestic
wastewater and many industrial wastewater are buffered by a carbon
dioxide-bicarbonate system. Acid waters are of concern because of
their corrosive characteristics and the expense involved in
removing or controlling the corrosion-producing substances. Mineral
acids are measured by titration to a pH of about 3.7.
Alkalinity:
When will the water be alkaline in taste? The alkalinity of natural
water is primarily due to the salts of weak acids. Although, weak
or strong bases may also contribute. Natural water contains
appreciable amounts of carbonate and hydroxide alkalinity. Higher
alkaline waters are usually unpalatable. Alkalinity is measured
volumetrically by titration with N/50 or 0.020 NH2SO4.
Hardness:
Water is more often hard. Do you agree? Hardness is caused by
metallic ions that are capable of reacting with soap to form a
precipitate. Calcium bicarbonate, magnesium sulfate, strontium
chloride, ferrous nitrate and manganese silicate are the major
sources for hardness in wastewater. Hardness is determined using
ethylene-di-amine tetra acetic acid (EDTA) or its sodium salts as
the titrating agent.
Chloride:
Chloride is a major contributor to the 'total dissolved solids' in
water/wastewater. The chloride content of water/wastewater
increases as its mineral content increases. Chlorides at a
concentration above 1000 mg/l give a salty taste, which is
objectionable to many people. Chloride concentration of wastewater
is estimated by Mohr's method using silver nitrate with potassium
chromate as an indicator.
Biochemical Oxygen Demand (BOD):
The strength of wastewater is judged by BOD. This is defined as the
amount of oxygen required by bacteria while stabilizing the
organics in wastewater under aerobic conditions, at a particular
time and temperature. This can be referred as BOD5, which accounts
for 70% of the total BOD. The measurement of BOD is based on the
principle: determination of dissolved oxygen content of
water/wastewater on the first day and dissolved oxygen content on
the fifth day ('5' in BOD5 indicates this). The difference in
dissolved oxygen concentrations between first day and fifth day is
expressed as BOD of wastewater.
Chemical Oxygen Demand (COD):
What does COD of wastewater mean? This reflects the concentration
of organic compounds present in wastewater. This measures the total
quantity of oxygen required for oxidation of organics into carbon
dioxide and water. The oxidation of organics in wastewater is
carried out by the action of strong oxidizing agents. Generally,
acidified potassium dichromate is used as an oxidizing agent for
the determination of COD. Silver sulfate is used as the catalyst
for the oxidation of organics in wastewater during the
determination of COD. Mercuric sulfate is added to control the
interference of chloride in the estimation of COD. The method
consists of adding a known concentration of potassium dichromate
(added with silver sulfate and mercuric sulfate) into wastewater
containing organic compounds to be oxidized in the heating
condition. After oxidation, the excess potassium dichromate is back
titrated with ferrous ammonium sulfate.
Importance of COD:
Estimation of COD expresses the total concentration of organics
present in the waste water. This measures approximately the
theoretical oxygen demand of wastewater. The determination accounts
for about 95% of the organic concentration in wastewater. This
forms about 1.43 times the BOD of wastewater. BOD to COD ratio
reveals the treatability of wastewater. If the ratio of BOD/COD is
above 0.5, the wastewater is considered to be highly biodegradable.
If the ratio is less than 0.3, the wastewater is deemed to undergo
a chemical treatment before the routine biological treatment.
Author Bio:
Richard J. Runion is the President of Geostar Publishing &
Services LLC. Rich loves net research & blogging. His new blog
on
wastewater is fast becoming popular, as it is
comprehensive and well-researched. Read his blog at:
http://www.all-about-wastewater-treatment.com .
This has also been published as:
COD on Hubpages
Date Published: Aug 13, 2008 - 7:56 am
Sewage treatment has assumed a new magnitude itself now, against
the background of the risk of fresh water becoming depleted.
Wastewater comprises storm-water, water used for varied purposes,
and sewage, enveloping the community.
Most urban social groups produce sewage from household as well as
nonhousehold sources. Unless duly processed, sewage water can cause
illness or disease to the public and pollute the environment.
Here I have expounded on removing solids from wastewater. How may
we withdraw solids sinking to the bottom from the sewage?
Easy. By means of a settling tank. It is constituted of the parts
given below:
(a) Sedimentation tanks: either plain or chemical precipitation
(b) Septic (Imhoff) tanks
(c) Sludge digestion tanks
**Sedimentation tanks**
This process is implemented with the goal of removing suspended
organic and mineral matter from sewage. Subsequent to its being
made to go past screens and granules chamber. These are the modules
in which sedimentation is effected. The lighter organic wastewater
solids, which settle in the sedimentation tanks, are labelled as
sludge. Meanwhile the sewage water that has been partially
clarified by the settling down of the solids is known as the
effluent. Both sludge and effluent should be further treated in
order to make them stable and unobjectionable.
The settling in of the solids may be attributed to flocculation,
gravity, or aggregation of wastewater-granules. If coagulating
chemicals are not added to the sewage, the tanks are referred to as
plain sedimentation tanks. Whereas, if chemicals are used for the
purpose of bringing the finer suspended and colloidal solids into
solid masses of large volume, these are then known as chemical
precipitation tanks. Chemicals are added to quicken the settlement
process. The chemicals used are ferric chloride, ferric sulphate,
chlorinated copper, alum, lime etc.
**Types of sedimentation tanks**
Sedimentation is effected either in horizontal-flow or
vertical-flow tanks. The horizontal-flow tanks usually have 4 walls
while the others are normally circular.
In a rectangular tank, sewage flows in steadily at one particular
end and passes out at the other side, generally over a weir. Sludge
is taken out manually and deposited in sludge-digestion tanks. Scum
formed above the mass is removed by the mechanical scraper, with
the aid of a second sharp edge termed skimmer, via a scum
receptacle.
In a circular or upward-flow tank, sewage comes in at the middle,
rises upwardly to be pulled out by steadily flowing over a weir on
the boundary. Which is mounted on the surface. Similar tanks are
specially made to make use of the procedure of flocculation. By
Which, fine congealed granules are agglomerated into voluminous
wooly masses, which in turn are settled without trouble as slush on
the bottom of the tank.
Mechanical blades gather the slush, accumulating it towards the
middle, from where it is taken out for further treatment. The
sediment removed effluent flowing as a stream above the weir in the
outlet is collected in a pipe in the outlet for further
processing.
When only raw sewage is to be processed in the tanks being
considered, They might well be ordinarily labelled as primary
settling tanks or primary clarifiers.
Meanwhile when sewage receives secondary treatment, as in trickling
filters or aeration tanks, similar tanks then may be called as
secondary settling tanks or secondary clarifiers.
**Design criteria for primary sedimentation tank**
As with the sedimentation tanks in water supply, the volume
treatable is decided by the quantity of sewage flowing in and the
required treatment period. The criteria are:
(i) time of detention: 1 to 3 hours. Longer periods cause greater
efficiency than shorter periods, but extra long hours of treatment
may cause septicemia and should not be permitted.
(ii) swiftness of flow: about 30 cm square/min.
(iii) surface loading: you can observe that the overall range of
surface loading between 30,000 to 50,000 l / m / day matches that
used in regard to horizontal flow and vertical flow sedimentation
tanks.
(iv) depth of liquid of physically cleaned settling tanks should be
ensured to be above 2.1 m. And for the final settling tank for
treated sludge, above 2.4 m.
Author Bio:
Richard J. Runion is the President of Geostar Publishing &
Services LLC. Rich loves net research & blogging. His new blog
on "Wastewater Treatment" is fast becoming popular, as it is
comprehensive and well-researched.
To learn all about
diseases caused by wastewater, click:
http://www.all-about-wastewater-treatment.com .
This has also been published as:
water treatment processes on Zimbio
Date Published: Aug 07, 2008 - 10:29 pm
Treating and then reusing sewage will remove the indispensability
of employing fresh water. The extent to which the stages of
wastewater treatment are costwise viable and provide easy following
will give a kick start to recycling and using wastewater. Thus
debating the procedures involved in wastewater treatment and their
relative merits and demerits, becomes pertinent.
Like tanks using sedimentation, Septic tanks (Imhoff tanks) can
play a major role in the process of removing solids from
sewage.
Invented by Karl Imhoff of Germany, an Imhoff tank is an improved
septic tank in which the inflow of wastewater is not allowed to get
blended with the sludge produced. Also, the outflowing effluent is
not allowed to carry with it any significant volume of the
suspended silt as with a septic tank, featureswise.
**Building and Functional features**
It consists of a 2 chamber tank. The upper chamber is named the
deposition of sediment tank or moving in a stream chamber, beyond
which sewage flows at a very low velocity; the bottom chamber
constitutes the ingestion chamber in which oxygenless or infected
disintegration happens.
Solid matters in the wastewater settle to the floor of the
sedimentation chamber beyond the slanting lower walls (slope 5
vertical to 4 horizontal). They are made to fall in the digestion
chamber through an entrance slot at the bottommost part of the
upper chamber. The opening is provided with an airtrap in such a
manner that the gaseous fluids produced in the lower chamber cannot
make an entrance into the upper chamber.
A gas vent, termed also as, surface skin chamber is fitted in the
bottom chamber to remove the vapors going up to the surface. The
main gas is methane having a sizeable calorific value and hence may
be withdrawn and collected for use. To avert pieces of scum or mud
from invading the top chamber, the mire and scum must be kept at a
distance of at least forty five centimeters beneath and on top of
the openings, sequentially. The clear or zone free of obstructions
is called neutral zone.
The bottom chamber comprises 2 to 3 reversed in position cones
termed hoppers, with inclined sides (1 : 1) so as to accumulate the
sludge at the lowest part of the hopper. The slush is evacuated
intermittently using a sludge-pipe, the stream being kept under a
fluid pressure of 1.2 to 1.8 m. All of the mud is not withdrawn,
only the deepest layers which are fully disintegrated. Some mud is
kept behind to maintain the tank seeded with anaerobic
bacteria.
To uniformly distribute subsided solids throughout the length of
the bottom chamber, so as to make use of the storage capacity to
the greatest extent, arrangements for reversing the line of flow at
all parts of the tanks, are usually rendered.
**Merits**
Imhoff tanks couple the advantages of both the sedimentation and
septic tanks and, therefore find deployment in the case of limited
size plants requiring only preliminary treatment. They are more
economical and give good results without skilled attention and with
minimum problems of getting rid of slush.
**Demerits**
(i) Installing the Imhoff tanks at greater depth spells lack of
economy especially where excavation is to be done in rocky terrain
or loose sands.
(ii) Imhoff tanks are unsuited to acidity in wastewater
(iii) Full control is not there over their operation. This makes
them unsuited for being deployed in large size plants where
separate sludge digestion tanks are resorted to.
Author Bio:
Richard J. Runion is the President of Geostar Publishing &
Services LLC. Rich loves net research & blogging. His new blog
on Wastewater Treatment is fast becoming popular, as it is
comprehensive and well-researched.
To learn all about
eliminating suspended solids from wastewater,
click: http://www.all-about-wastewater-treatment.com .
Keywords: wastewater treatment, recycling wastwater, reusing
wastwater, recycling and reusing wastewater, removing solids from
wastewater, eliminating suspended solids from wastewater, Imhoff
tank, Karl Imhoff
This has also been published as:
reusing wastwater on Blogspot
Date Published: Aug 05, 2008 - 6:12 am
Contaminated water could be the source of four categories of
diseases : water borne, water washed, water based and water
related.
Diseases brought forth by water may be conveyed through
faeces or sputum. Relatively many are due to bacteria; these
comprise typhoid and cholera. Yet others are due to the phage virus
or bacteriophages. Jaundice and infectious hepatitis are among
these. Still others are the handiwork of protozoans.
Amoebic meningo and amoebic dysentery are prominent instances of
these.
Diseases brought forth by water may be forestalled by one or the
other: ensuring the fineness of drinking water, or avoiding using
water from polluted sources.
There are also some diseases that can be classified as water washed
diseases. These diseases are transmitted from person to person,
water being the
medium. Skin ailments, like conjunctivitis and leprosy are prime
examples among these. To eliminate water
washed diseases, you must guarantee approach to a dependable
residential water supply source. And also increase the quantity of
water at hand, for cleaning, washing, etc. so as to forestall
sharing of the same water by many people.
Liver fluke and guinea worm diseases rank in a role of honor of
water based diseases. Curbing snail
populations, and filtering the water using a porous
woven fabric, so as to eliminate cyclops, snails or larvae will
help prevent these illnesses. Apart from this disinfecting polluted
water is usually also done.
Water related diseases refer to those spread by vector organisms.
Filaria, dengue fever and malaria rank high amongst these. These
can be prevented by rendering useless the breeding sites of
insects. Also
you could reduce visiting these sites, and use mosquito
repellants while sleeping at night.
Diseases originating from organisms, appearing from
contaminated
water include Dracunculiasis, which is a guinea worm
infestation.
The disease affects adult persons, when fresh water crustaceans
cyclops are in the primary stage of larva.
The characteristic signs of the disease involve a stinging or
burning sensation felt by the affected person, before the
popping up of an eruption. The blister then breaks open, and an
ulcer manifests itself, when the afflicted portion of the skin is
sprinkled with water. This happens when the female worm is on the
point of emitting larvae on the skin exterior. Throwing up and
nausea may also occur with the initial advent of the blister.
Other ailments originating from organisms caused through
tainted
water are Typhoid, Paratyphoid, and Cholera,
Giardiasis, Cryptosporidiosis, and Schistosomiasis, and
illness caused due to cyanobacteria, Cyclospora, and Naegleria.
Once again, the following diseases also originate from organisms in
tainted water : Escherichia coli, Shigellosis (bacillany
dysentery), and Campylobacterios, Yersinia infections,
Plesiomonas infections, and Aeromonas infections, and Melioidosis,
Legionnaire's disease, and Pseudomonas infections, (aerobic,
nonspore forming, gram negative bacilli).
Additionally, there are some more diseases springing from organisms
in polluted water : Mycobacterial disease, Tularaemia, and
Leptospirosis, Helicobacter infections, Viral hepatitis, and Viral
gastroenteritis, and Enterovirus infections,
Poliomyelitis, and Adenoviral infections.
Among these, Schistosomiasis can prove occasionally fatal, if
Katayama fever, happens
within 4 to 6 weeks of infection.
The harbingers include nausea, vomiting, anorexia,
flatulence, bloating, diarrhoea, and abdominal pain. In some cases,
as with sickness caused due to cyanobacteria, skin rashes occur.
When afflicted with Cholera, kidney and heart failure occurs, due
to dehydration of tissue. TB and leprosy may be caused by
Mycobacterial disease. Viral hepatitis devolves as jaundice.
Author Bio:
To learn all about
diseases caused by wastewater, click:
http://www.all-about-wastewater-treatment.com .
Richard J. Runion is the President of Geostar Publishing &
Services LLC. Rich loves net research & blogging. His new blog
on Wastewater Treatment is fast becoming
popular, as it is comprehensive and well-researched.
Keywords: wastewater diseases, polluted water diseases,
contaminated water diseases, diseases caused by wastewater,
diseases originating from wastewater, wastewater
disease, polluted water disease, contaminated water disease,
diseases caused by wastewater
This has also been published as:
wastewater diseases on Zimbio
Date Published: Aug 02, 2008 - 3:16 am
Wastewater is polluted by various organic substances.
Vegetable Plants, animals and human beings comprise the origins of
natural or synthetic organic compounds. Food, agricultural
products, human excreta, paper products, detergents, and cosmetics,
and wastes from households are all ample in volume and organic in
nature.
Organic compounds built up from the above sources are made up of
carbon, hydrogen, oxygen, nitrogen, sulfur and other trace
elements. Organic compounds including fats, proteins and
carbohydrates are degradable by organisms; still, they can
contaminate the medium in which they occur.
Large concentration of degradable organics in wastewater is lethal
to streams, lakes, and oceans because organisms consume oxygen
dissolved in water, to degrade the wastes. This can deplete the
dissolved oxygen in the body of water necessary for survival of
water based life forms, causing the death of large numbers of fish,
adding to the putrid smell, and leading to blanket lowering of
water quality.
Some organic compounds are less volatile than others and cannot be
decomposed instantaneously by bacteria. This requires some extra
input while treating. This holds true with varied lab formulated
organic compounds targeted at the farm and manufacturing
sectors.
It is sad but true that some of the synthetic organic compounds and
that belong to dyes, and pigments are toxic to humans, fish, and
aquatic plants but often are poured off unheedingly in the
environment in drains or carried in storm-water.
Thus, the large water bodies into which tainted wastewater flows,
such as lakes, seas, and oceans, pollute fish, making them unfit to
eat. Similar dissolved organics can further decrease the efficacy
of the processes in treatment.
Pollution of wastewater by organic substances thereby marks the
next area for innovation in waste effluent treatment.
Author Bio:
To learn all about
wastewater contaminants, visit:
http://www.all-about-wastewater-treatment.com . Richard J. Runion
is the President of Geostar Publishing & Services LLC. Rich
loves net research & blogging. His new blog on Wastewater
Treatment is fast becoming popular, as it is comprehensive and
well-researched.
Date Published: Jul 29, 2008 - 9:14 am