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withdrawn, leaving some sludge to keep the tank seeded with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 treatment, click:
http://www.all-about-wastewater-treatment.com .
This has also been published as:
wastewater treatment plant on Wordpress
Date Published: Aug 22, 2008 - 8:16 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 Treatment 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:
wastewater treatment on Wordpress
Date Published: Aug 19, 2008 - 7:12 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 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 18, 2008 - 8:04 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 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:
ammonia nitrogen on Hubpages
Date Published: Aug 14, 2008 - 3:07 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
waste water 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 Wordpress
Date Published: Aug 13, 2008 - 7:55 am
Sewage treatment has taken on a different dimension today, against
the backdrop of the risk of fresh water sources running dry.
Wastewater is constituted of storm-water, water used for varied
purposes, and sewage, enveloping the community.
Most urban social groups produce sewage from both domestic and
nondomestic origins. Unless duly processed, wastewater can cause
illness or disease to the community and damage the environment.
Here I have discussed solids removal from wastewater. How can we
remove solids sinking to the bottom from the sewage?
Easy. Via a settling tank. It is made up of the following
units:
(a) Sedimentation tanks: either chemical or plain precipitation
(b) Septic (Imhoff) tanks
(c) Sludge digestion tanks
**Sedimentation tanks**
This process is implemented with the aim of eliminating suspended
organic and mineral matter from wastewater. After it has been
subjected to go past screens and abrasive particles chamber. These
are the units in which sedimentation takes place. The less heavy
sewage solids of organic origin, which settle down in the
sedimentation tanks, are labelled as sludge. Meanwhile the
wastewater that has been partly cleared by the settling in of the
solid particles is called the effluent. Both sludge and effluent
should be further treated to render them lasting and not
objectionable.
The settling down of the solids can be due to flocculation,
gravity, or aggregation of sewage-particles. If coagulating
chemicals are not deployed in the sewage, the tanks are termed as
ordinary sedimentation tanks. Otherwise, if chemicals are made use
of for bringing the finer congealed and suspended solids into
masses of large volume, these are then termed chemical
precipitation tanks. Chemicals addition is resorted to, to hasten
the settling down process. The chemicals used are alum, lime,
ferric chloride, ferric sulphate, chlorinated copper etc.
**Types of sedimentation tanks**
Sedimentation is effected in either vertical-flow or
horizontal-flow tanks. The horizontal-flow tanks are normally
rectangular while the others are normally circular.
In a 4 walled right angled tank, sewage flows in steadily at one
side and flows out at the opposite end, generally above a small
breakwater. Slush is withdrawn physically and dumped into
sludge-digestion tanks. The scum formed at the surface is withdrawn
by the mechanical scraper, with the assistance of a second blade
termed skimmer, via a scum receptacle.
In the case of a circular and upward-flow tank, sewage flows in at
the centre, rises upwardly to be pulled out by steadily flowing
over a weir on the boundary. That is assembled on the surface. Such
tanks are particularly designed to avail of the theory of
flocculation. By the aid of which, fine congealed granules are
gathered into wooly masses of large size, that are settled with
ease as slush on the bottom of the tank.
Mechanical blades gather the slush, accumulating it at the centre,
from which place it is withdrawn for further treatment. The
sediment removed effluent running over the weir in the outlet is
accumulated in a pipe in the outlet for further treatment.
When only primary 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 is marked for treatment at a second level, as
in trickling filters or aeration tanks, similar tanks may therefore
be labelled 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 as per the space of incoming sewage and the
required settling of solids period. The factors are:
(i) period of detention: 1 to 3 hours. Longer periods result in
higher efficiency than shorter periods, but too lengthy a period
may cause septicemia and should not be allowed.
(ii) velocity of flow: about 30 cm square/min.
(iii) surface loading: you might see that the overall range of
surface loading from thirty-thousand to forty-thousand l / m / day
is in conformity withconforms with that used in case of horizontal
& vertical flow sedimentation tanks.
(iv) depth of liquid of settling tanks cleaned mechanically should
not be less than 2.1 m. And for the final clarifier for clarified
sludge, 2.4 meters or above.
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:
methods of cleaning water on Zimbio
Date Published: Aug 07, 2008 - 10:27 pm
Recycling and reusing wastewater will do away with the
indispensability of consuming virgin water. The extent to which the
procedures comprising wastewater treatment are cost efficient and
easily followed will give a kick start to using water treatment.
Hence talking about the procedures occurring in sewage treatment
and their pros and cons, becomes relevant.
Like Sedimentation tanks, Septic tanks (Imhoff tanks) can be
largely instrumental in the process of removing solids from
wastewater.
Conceived by Karl Imhoff of Germany, an Imhoff tank is a bettered
septic tank in which the sewage flowing in is not assigned to get
blended with the mud brought forth. Also, the outgoing sewage or
effluent is not assigned to transmit any substantial quantity of
the suspended matter as with a septic tank, featureswise.
**Building and Functional features**
It comprises a double chamber tank. The upper chamber is termed the
accumulation of gravel tank or a stream or current chamber, through
which sewage flows at a very low speed; the bottom chamber
comprises the decomposing chamber where oxygenless or infected
disintegration happens.
Solid matters in the sewage settle to the bottom of the
flowing-through chamber beyond the slanting lower walls (slope 5
vertical to 4 horizontal). They are propelled to drop in the
digestion chamber beyond an elongated aperture at the bottommost
part of the upper chamber. The aperture is provided with an airtrap
by which the gaseous fluids produced in the bottom chamber cant
escape into the upper chamber.
A gas vent, also called, scum chamber is provided with the bottom
chamber to remove the vapors going up to the surface. The main gas
is methane having a sizeable calorific value and may, therefore be
separately collected for use. To avert pieces of scum or mud from
penetrating into the top chamber, the mire and scum must be
maintained at a space of minimum 45 cm below and above the slots,
respectively. The clear or zone free of obstructions is termed
neutral zone.
The digestion chamber is made up of two or three cones turned
upside down termed hoppers, with sides sloping (1 : 1) so as to
accumulate the mire at the bottom of the hopper. The mud is
withdrawn now and then through a sludge-pipe, the stream being kept
under a water pressure of 1.2 to 1.8 m. All of the mud is not
removed, only the lower layers which have rotted completely. Some
mud is kept behind to maintain the tank laced with anaerobic
bacteria.
To permit uniform distribution sunk solid matter over all areas of
the bottom chamber, so as to make use of the ample storage capacity
in the greatest measure, preparations for changing the line of flow
at every part of the tanks, are normally put forth.
**Merits**
Imhoff tanks combine the advantages of both the septic and
sedimentation tanks and, thereby find use in small size plants
requiring only preliminary treatment. They are more economical and
give satisfactory results in the absense of close attention and
with least problems of getting rid of slush.
**Demerits**
(i) Installing the Imhoff tanks at greater depth spells lack of
economy specially where foundations are to be laid in quick sands
or solid rocks.
(ii) The above tanks are unsuitable to acidity in wastewater
(iii) Full control is not there over their operation. This makes
them unsuitable for using in large size plants where distinct mud
digestion tanks are chosen.
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 treatment, 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:
recycling wastwater on Tumblr
Date Published: Aug 05, 2008 - 6:09 am
Contaminated water can cause four categories of diseases : water
based, water related, water borne and
water washed.
Water borne diseases can be transferred through
faeces or sputum. Relatively many are due to bacteria; these
comprise typhoid and cholera. Some others are caused
by the phage virus or bacteriophages. Infectious hepatitis and
jaundice belong to these. Yet others are the result of
protozoans.
Amoebic meningo and amoebic dysentery typically represent
these.
Water borne diseases could be anticipated by one or the other:
improving the quality of drinking water, or avoiding using water
from unhygienic sources.
Then there are some ailments that can be classified as water washed
diseases. These are spread from person to person, water being
the
medium. Skin ailments, like leprosy and conjunctivitis rank among
these. To stop the advance of water
washed diseases, you should ensure access to a reliable
domestic
water supply source. And also augment the amount of water
available, for cleaning, washing, etc. such as to avoid handling of
the same water by many persons.
Liver fluke and guinea worm diseases feature among water based
diseases. Curbing snail
populations, and straining the water employing a fine mesh cloth,
so as to eliminate cyclops, snails or larvae will help avoid these
illnesses. Apart from this cleansing contaminated water with
disinfectant may also be resorted to.
Water related diseases refer to those spread by vector organisms.
Filaria, dengue fever and malaria occupy a front position among
these. These can be nipped in the bud by exterminating breeding
spots of insects. Also you should avoid physically going near these
sites, and use other mosquito deterrents whilst asleep at
night.
Diseases originating from organisms, appearing from
contaminated
water include Dracunculiasis, which is a guinea worm
infestation.
The disease afflicts adult humans, when fresh water crustaceans
cyclops are in the larval
stage.
The indications of the disease include a burning or stinging
perception felt by the affected person, prior to the coming into
view of a blister. The blister then bursts, and
an ulcer forms, when the afflicted portion of the skin is sprinkled
with water. This happens when the female worm is
preparing for discharging larvae on the skin surface. Nausea and
vomiting may also occur with the coming of the
bubble on the skin.
Other diseases of biological origin caused through tainted
water are Paratyphoid, Cholera and Typhoid,
Schistosomiasis, Giardiasis, and Cryptosporidiosis, and
Naegleria, illness caused due to cyanobacteria, and Cyclospora.
Then again, the diseases given below also arise from organisms in
tainted water : Escherichia coli, Shigellosis (bacillany
dysentery), and Campylobacterios, Aeromonas infections, Yersinia
infections, and Plesiomonas infections, and Pseudomonas infections,
(aerobic, nonspore forming, gram negative bacilli), Melioidosis,
and Legionnaire's disease.
Additionally, there occur some more diseases arising from organisms
in polluted water : Mycobacterial disease, Tularaemia, and
Leptospirosis, Viral gastroenteritis, Helicobacter infections, and
Viral hepatitis, and Adenoviral infections, Enterovirus infections,
and Poliomyelitis.
Amongst others, Schistosomiasis may result in death a few times, if
Katayama fever, occurs within 4 to 6 weeks of being infected.
The forerunners include nausea, vomiting, anorexia,
flatulence, bloating, diarrhoea, and abdominal pain. In some cases,
as with illness caused due to cyanobacteria, skin rashes occur. In
Cholera, renal and cardiac failure occurs, due to critical removal
of water from body tissue. Tuberculosis and leprosy may be caused
by Mycobacterial disease. Viral hepatitis manifests as
jaundice.
Author Bio:
To learn all about
diseases originating from 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:
contaminated water diseases on Tumblr
Date Published: Aug 02, 2008 - 3:14 am
Main wastewater pollutants and excellence factors:
The occurrence of pollutants in sewage waters leads to the lowering
of water purity and therefore meddles with its use again. Presence
of these contaminants also stops the direct disposal of wastewater
into the surroundings since it affects the quality of the
watertable and soil. Main sewage impurities are treatable organics,
occurring in household and industrial wastes, and pathogens found
in domestic wastewater. Also included are suspended solids
occurring in industrial, storm and domestic wastewater, and
nutrients found in domestic and agricultural wastewater.
Other pollutants are refractory organics e.g. surfactants, crop
raising pesticides, and phenols found in manufacturing and farming
wastewater. Weighty metals found in industrial wastewater, and
inorganics liquified in water arising from increased water supply
to domestic and/or industrial operations, also add their
contribution. Degradable organics bring about reduction of oxygen
and building oxygenless conditions in water bodies' sinks and
landmass. Then, viruses propogate water borne diseases. Solids in
suspension lead to unsightly sludge deposits and propogation of
anaerobic conditions in receiving water bodies.
Food matter cause eutrophication of surface waters, i.e. algae
growth and anaerobic state and possible pollution of ground waters.
Organics that remain stable at high temperatures may taste or smell
bad, and may be poisonous or cancer causing. Then there is also the
chance of biomagnification, or higher traces of toxins, in
organisms higher up in the food chain. Metals, especially heavy
ones, are poisonous to aquatic and terrestrial organisms. Excess
inorganic salts in solution may reduce the water resource pool's
quality, and make probable interfacing with wastewater
recycling.
Sewage Water topics is normally classified in terms of Quality
factors, Quality parameters and Tests.
The physical parameters are:
# Temperature (which affects rates of chemical and biochemical
reactions)
# Viscosity, or level of viscous nature (which affects efficiency
of sedimentation of settleable solids)
# Solubility of gases
# Odor
# Color
# Solids
The physical factors or characteristics are instrumental in
uncovering the state of household wastewater, whether fresh or
septic, and its earlier ancestry, for example, water table and/or
industrial wastewater mixed with domestic wastewater .
The inherent quality of wastewater containing chemicals can be
appraised by testing the dimensions given below :
# pH
# Alkalinity
# Chlorides
# Various forms of nitrogen
# Phosphorous
# Sulfur
# Heavy metals
# Toxic substances
# Gases
All said and done, there are tests such as COD, TOC and BOD which
are employed to estimate the organic content either directly or
indirectly, as amount of oxygen consumed by organics. The BOD test,
which is very prevalent, now, estimates the fraction of organics
that can be broken down, uniquely. This is in spite of its
drawback, which is long time required - 5 days.
Strength:
The power of sewage relies mainly on the degree of dilution. The
wastewater traits can fluctuate from end to end with day of the
week, local conditions, and hour of the day and weather patterns,
types of sewers, and seasons.
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.
This has also been published as:
wastewater treatment on Zimbio
Date Published: Jul 31, 2008 - 3:53 am
Sewage is contaminated by various organic substances.
All races of men, plants and animals comprise the origins of carbon
compounds occurring naturally and produced artificially.
Detergents, cosmetics, food, agricultural products, human excreta,
and paper products, and wastes from households are all ample in
volume and organic in nature.
Organic compounds generated from the above sources are made up of
carbon, hydrogen, oxygen, nitrogen, sulfur and other trace
elements. Organic compounds such as proteins, carbohydrates, and
fats are bio degradable in nature; still, they can contaminate the
medium in which they occur.
Large concentration of degradable organics in wastewater is lethal
to streams, lakes, and oceans since organisms use up oxygen in
solution in water, to break down the wastes. This can lower the
supply of oxygen in the water needed by aquatic life, leading to
mass deaths of fish, increasing the odors, and causing mass
reduction of water standards.
Some particular organic compounds are more stable than others and
cannot be quickly broken down. This requires some extra input while
treating. This is the case with many synthetic organic compounds
developed for agriculture and industry.
It is a sad fact that some organic compounds which are formed by
combining and that belong to pesticides, and herbicides are
poisonous to fish, humans and water plants alike but many times are
poured off unheedingly in the environment by mixing with rain water
harvested in storm water drains.
So, the large water bodies into which tainted wastewater flows,
like seas, oceans, and lakes, poison fish, making them unfit to
eat. Such pollutants also can reduce the efficiency of the chemical
treatment processes.
Poisoning of wastewater by hydrocarbons thus invites more efforts
in wastewater treatment.
Author Bio:
To learn all about
wastewater pollutants, 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 - 9:00 am
A new technology in effluent treatment, called Advanced Immobilized
Cell Reactor technology, accessible now, affords plus points such
as:
* approaching 25% savings in plant costs
* approaching 50% savings in {{{operating costs
* approaching 50% savings in plant upkeep costs
* approaching 90% savings in slush creation
* Almost 60% smaller footprint; can even be installed below the
plinth level or above the roof)
* Swift plant setting up (a minimum of 2 weeks for small to mid
size factories)
* Insures high purity level of processed effluent, as appended:
(i) BOD (Biological Oxygen Demand): below 5 mg/Liter
(ii) COD (Chemical Oxygen Demand): below 60 mg/Liter
* Meets EVA standards of the US and UK of wastewater from big
factories/ cities/ townships.
This technology has various uses:
* Small sizes for commercial and household applications.
* Comes also in medium size wheel-mounted form
* Can be readily installed efficiently in small homes, and in
individual/ small business establishments like bakeries,
restaurants, car washes, and mini-hotels etc., and in villages.
* Comes also with Sludge-absorption model for Residential use
* Can be used to facilitate re-employment of water for uses like
even washing, laundry
* Or just pour the treated water into the ground water.
Moreover, it is cost effective to instal small sized plants using
this technology anywhere, with locally sourced raw materials, in
major part and in line with localised standards. This technology
has been implemented successfully at many locales.
The Advanced 'Immobilized Cell Reactor' technology is also of
relevance to the treatment of domestic wastewater. The mixing of
organic dissolved substances, inorganic chemicals, and pathogenic,
as well as non-pathogenic bacteria make household wastewater
complicated. Old fashioned treatment techniques do not remove
dissolved organics and microorganisms reasonably well. Even then,
the process equipment are not efficient enough to aid in regaining
of water for reuse purpose.
Simultaneous biological and chemical burning happens in a single
reactor. The reactor is built up of a tall column packed with
activated carbon. The activated carbon is rendered immobile with
chemo autotrophs. Oxygen required for the oxidation of organics in
wastewater is made available as compressed air from the bottom of
the reactor. The counter-current movement of the liquid and air
streams aids the organics in solution to undergo combustion and
eliminate the burnt products, so that the activated carbon
continues its task unabated till the end of the operation. The
household wastewater treated through AICR system has further
lessened COD by 90%, BOD by 94%, and sulfide by 100%.
But, the technique has some riders, as well:
* sand filters are more permeable
* the maximum loading rate for organics is low
* Performance is limited by the occurrence of solids in suspension
in wastewater.
* Treatment without oxygen is a necessary part of operation to
reduce the wastewater slippage and thereby withdraw colloidal
solids. This must be undertaken prior to applying the AICR
method.
* Multiple modules are required to process bulk traffic instead of
a lone module.
Summing up, the AICR technology can be used across a plethora of
companies. It has performed at a credible level in wastewater
treatment and getting rid of organics in textile, pharmaceutical
industries.
To learn all about
wastewater treatment technology, visit:
http://www.all-about-wastewater-treatment.com/WastewaterTreatmentPlant.htm?utm_source=socnet&utm_medium=post&utm_campaign=advtech
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 25, 2008 - 10:13 am