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Introduction |
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Out of the worlds water resources only 2% is useable
by human. A large part of this resource is preserved in underground. Remaining
amount of water that is sweet is existing in the surface. In Bangladesh,
surface water consists of water in more than two hundred rivers, thousands of
oxbow lakes, bills, lagoons etc. Traditionally Bangladesh was also habituated
to use this second sources of water until before three decades. Per capita
reserve of sweet water in Bangladesh is still second in the world. The amount
is about 11000 liters. The level of contamination of all these water bodies
were detected so high that at times epidemic incidences of diarrhoeal diseases
were blamed to this water. This led to the insertion of tube-wells in
Bangladesh as a safe source of drinking water from under ground. So far from
different reports, more than 95% of our population are now using under ground
water and green revolution was also possible due to massive use of the same
water. Now this water is carrying a deadly poison leading to wide spread health
problems almost through the country.
More than 90 million of its 120 million people are now in the risk drinking
arsenic contaminated water and 50 million are estimated to be exposed to
arsenic more than WHO recommended value. There are now many incidences of
ground water contamination through out the world. These contamination are not
only by arsenic but also by many other different elements like fluoride, boron
etc. In Bangladesh researchers are almost certain that hydro-geological
conditions of our soil is responsible for present arsenic contamination. The
surface water was polluted because of our indiscriminate use of these sources
and now we understood that ground water is poisonous by nature. After three
decades of our experiments we now understand that we still need a safe water
source. In this study we tried to find out alternate options of potable water
at the community level.
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Selection
of options |
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We can get arsenic safe potable water by two ways- arsenic removal and arsenic
avoidance. DCH prefers arsenic avoidance method than removal.
Considering the immediate need for communities some
removal methods can be practiced as short-term measures. We can use the score
form “ Find the Options” in selecting option.
( Table-1). We have considered 6 options and
considered different parameters including cost management and technology
aspect. Higher score can be a score of better option.
Removal of arsenic can be done by different methods.
Two methods are very familiarly in use in our country- One of them is “Safi”
filter in which one filtration candle has
been used for arsenic removal. There is no known use of any chemicals but
the method need enough development to reach its efficiency. With time its rate
of filtration goes down and removal of arsenic is not satisfactory. The next
popular method that is widely distributed in communities called the “two
bucket filter”. Use of potassium
permanganate and alum is involved in this method. So
far regarding its efficacy different opinions are there. We are testing the
filters in field. Our main concern for such filter is its efficiency in removing arsenic and possibility
of residual effects of the used
chemicals on human health. Most of the other methods
are either involves use of chemicals or some higher technologies. The problem
of sludge management is still in debate. DCH studied very limited removal
methods just to meet the need of community.
One of that is the method has long been in use in Bangladeshi community
as traditional house hold iron removal method popularly known as Kalshi/ Chari
filter or three Kalshi (3-Pitcher filter) filter. While working in the field
the DCH field workers found this filter can also remove arsenic from water. DCH
now trying to improve its efficiency at community level. Depending upon the
concentration of arsenic in water, number of the filter steps can be increased.
So it can be called 3 or 4 pitcher filter too. It can also be made locally with
even bamboo and earthen pitcher ( Fig-1) costing about USD 5.00 only.
It may need to change the stand once in a year. The 1st
pitcher acts as a reservoir for contaminated water with whole just at its bottom. Through this whole
water passes slowly down to 2nd. pitcher and then to 3rd
pitcher. 2nd and 3rd. pitcher have got one whole each
just at the bottom. To allow water to pass slowly to next pitcher a wick made
of synthetic thread passed through the hole.
Last pitcher is also a reservoir of filtered water. Filtration takes
place in the 2nd. and 3rd. pitchers. These pitchers contain clear fine and coarse
sand up to two third of the vertical height of pitcher. To increase the
efficacy, 200 to 250 gram of non
galvanized iron chips can be used in the 2nd. and 3rd.
pitchers on the sand just below, where drops of water from upper pitcher fall. DCH found the result very
encouraging. We have provided about
2000 such in our project area. It is observed that double the amount of filters
have been set by communities with their own initiative. 10% of these filter
water randomly collected, using different concentration of arsenic and were
tested in our laboratory for arsenic concentration before and after filtration
for six months with out any problem ( Table-2 ).
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Nov/99 |
Dec/99 |
Jan/00 |
Feb/00 |
Mar/00 |
Aprl/00 |
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BF |
AF |
BF |
AF |
BF |
AF |
BF |
AF |
BF |
AF |
BF |
AF |
.08
to
0.1 |
<.01-.02 |
0.08
to
0.1 |
<.01
to
.02 |
0.08
to
0.1 |
<.01
to
.03 |
0.08
to
0.1 |
<.01
to
.02 |
0.08
to
0.1 |
<.01
to
.03 |
0.08
to
0.1 |
<.01
to
.03 |
1
to
0.5 |
<.01
to
0.03 |
0.1
to
0.5 |
<.01
to
0. |
0.1
to
0.5 |
<.01
to
0.03 |
0.1
to
0.5 |
<.01
to
0.05 |
<.1
to
0.5 |
<.01
to
0.05 |
<.1
to
0.5 |
<.01
to
0.05 |
0.5
to
1.0 |
<.02
to
0.05 |
0.5
to
1.0 |
<.02
to
0.05 |
0.5
to
1.0 |
<.02
to
0.05 |
0.5
to
1.0 |
.02
to
0.05 |
0.5
to
1.0 |
0.02
to
0.05 |
0.5
to
1.0 |
0.02
to
0.05 |
1.0
to
1.5 |
0.02
to
0.05 |
1.0
to
1.5 |
<.02
to
0.05 |
1.0
to
1.5 |
<.02
to
0.05 |
1.0
to
1.5 |
0.02
to
0.05 |
1.0
to
1.5 |
0.02
to
0.06 |
1.0
to
1.5 |
0.02
to
0.055 |
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Table-2
Six Months ( November, 1999 to
April, 2000)
Quality control for arsenic removal in Pitcher Filter
( Arsenic concentration in mg/l; BF- Before Filter, AF- After Filter)
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The concentrations of
arsenic in water before filtration were considered from 0.08 to 1.5 mg/l.
All water samples after filtration, were found arsenic safe. Tests were
done every month for six months from November, 1999 to April, 2000 in our
own laboratory by Silver D.D.T.C method.. During this period we did not
also change the sand of our filters. It is still under study.
The arsenic avoidance that DCH prefers to removal methods includes mostly
use of surface water. By filtering the protected surface water (Pond or
Tank etc. ) through sand and other locally available things to remove
saline and bacteria too is recognized by UNICEF for southern part of
Bangladesh is well known. This type of filters are known as PSF ( Pond
Sand Filtration ). This water is truly rainwater too. PSF, we found very
effective but community participation need to be ensured both for its
establishment and maintenance. Selection of the pond is very vital. It
involves protection of pond from contamination by many sources. Cost of
one PSF for coverage of fifty families of 5 members per family is
equivalent to about USD 650.00. The monthly maintenance may reach USD
2.00. Monthly maintenance includes washing of sand with plain water and
preferably drying in sun. So the per family cost is about USD 13.00 for a
period of 12 to 15 years. A continuous care is needed to maintain the
quality of water. For smooth running community awareness and participation
is essential.
Usually arsenic can be avoided if rainwater can be collected directly for
consumption. Bangladesh has more than 2000 mm rainfall every year. This
water can be collected from the tinned roof by channeling rainwater to a
reservoir. Water from thatch roof is not suitable for use. Before
collecting water the roof must be allowed to wash by one by rain for 5 to
6 minutes. Putting a plastic sheet sufficiently high from the ground like
a tent can also make collection. The concavity of the tent should face
upwards and a collecting hole is made just at the bottom. This needs
almost a negligible cost. The main cost is needed for a reservoir. DCH
made a reservoir for one family consisting 5 members. Per head use of
water was calculated to 6-liters/ day and it comes to about 3000 liters
for a period of three months. The cost of this establishment came to
around USD 115.00 to 120.00. It will go higher if reserve tank is bigger.
Considering the dry season for at least 6 months and cost for such a unit
for a single family, DCH modified this unit for use in 12 months.
We divided the reservoir into two parts. The lower bigger one for
reservoir only for dry season and the upper one for filtering contaminated
tube-well water ( Fig-2 ). Fine sand layer of about one foot height is
used for the purpose. This platform can be removed in the rainy season.
Use of rainwater for drinking and cooking is not in practice for whole
year by all our communities in Bangladesh. Preservation of this water in
big amount needs to be practiced. Enough training and knowledge need to be
disseminated in communities regarding reservoir and possible contamination
of the water. Continuous attention should be given for possible source
that may contaminate the preserved water.
One of the oldest traditional sources of drinking water is dug well in
Bangladesh. In its early period this wells were basically a whole in the
ground with a depth of 15 to 20 feet. With the improvement of local
technology, people started using earthen ring to save the wells from
damage by erosion. Later on rod, cement and concrete ( RCC) ring with a
diameter of 2.5 to 3 feet were used to replace the earthen rings. The
depth of the wells was also going high up to 35 to 40 feet. Rich people
would make wells by using brick wall which was popularly known as Indara .
Along with this, the diameter increased to 5 feet or more and depth to
about 50 feet. Owner of this type of dug wells would share the water with
community. Longevity of these wells is up to 100 years. After the
insertion of hand tube-wells, these water sources were blamed to carry
germ and were rejected. Recently we found the deadly poison arsenic in the
hand tube-well and surprisingly observed that the dug well water though
coming from almost same layer does not contain arsenic. In the mean time
our knowledge about diarrhoeal diseases and its role in producing these
diseases has improved. Researchers think hydro-geo-chemical changes in the
ground is playing a role in contaminating ground water. Due to similar
reason there are incidences of contamination of ground water by element
other than arsenic in many countries. Fluoride is one of them. In this
context DCH think this dug wells can rescue us from not only this arsenic
disaster but also from other such poisons. Our community already knows the
technology. We only need to apply our knowledge just to protect the water
from contamination and revive the already ruined attitude and behavior of
our communities.
After collecting basic information about contaminated tube-wells and
available water sources in our projects we had series of meeting with
different communities and under stood that dug wells may be still a
affordable and sustainable option of choice for them. We had more than 100
abandoned wells in our working area. We excavated and renovated the wells.
We also made platform around them and cleaned the surrounding of the
wells. Protection for contamination from out side was done accordingly.
Water lifting systems were also changed to an almost non-touch technique.
Cemented canals were made for dirty water disposal in a safe distance. In
fact the criteria given by WHO safe water guide line were tried to be full
filled. We divided the wells in three types:
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Bacteria |
Number of
dug wells |
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January
N-30 |
February
N-30 |
March
N-40 |
April
N-25 |
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Bacterial
count /100 ml. |
T. Coli |
F.Coli |
T. Coli |
F.Coli |
T. Coli |
F.Coli |
T. Coli |
F.Coli |
0
Safe |
4
13% |
4
13% |
6
20% |
6
20% |
8
20% |
8
20% |
5
20% |
5
20% |
1-10
Low risk |
5 |
5 |
7 |
8 |
7 |
7 |
5 |
5 |
11 to 100
Inter.risk |
11 |
11 |
11 |
10 |
16 |
16 |
11 |
11 |
>100
High risk |
10 |
10 |
6 |
6 |
9 |
9 |
4 |
4 |
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(Bacterial Count of randomly Collected Dug wells.
Managed solely by community
N-number of dug well tested.
T.Coli- Total Coli-form; F. Coli- Foecal Coli-form.)
(Bacterial Count of randomly Collected from modified Dug wells.
N-number of dug well tested.
T.Coli- Total Coli-form; F. Coli- Foecal Coli-form.)
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Bacteria |
Number of
dug wells |
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January
N-3 |
February
N-7 |
March
N-7 |
April
N-7 |
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Bacterial
count /100 ml. |
T. Coli |
F.Coli |
T. Coli |
F.Coli |
T. Coli |
F.Coli |
T. Coli |
F.Coli |
0
Safe |
1
33% |
1
33% |
3
42% |
3
42% |
4
57% |
4
57% |
5
71% |
5
71% |
1 to10
Low risk |
0 |
1 |
1 |
1 |
0 |
0 |
0 |
0 |
11 to 100
Inter.risk |
2 |
1 |
3 |
3 |
3 |
3 |
2 |
2 |
>100
High risk |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
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Open dug wells-
means the well in an open place with no chance of external contamination.
Covered dug-wells- means a dug well where chance of contamination is
high from above is covered with a moveable device. It needs to remove the
cover while lifting water from wells.
Covered dug-well with hand pump it means the well was covered
permanently with space for passing air and sun light in side. One tube
well is put in well water with its lifting head outside the well in a safe
distance.We provided the communities with 74 of such wells with some of
them modified and monitoring water for presence of bacteria from randomly
collected samples. Many of the dug wells were totally managed by the
family or community after it is renovated. We monitored them for bacteria
and incidences of diarrhoea randomly. So far in few months we did not have
any incidences of diarrhoea. We tested the water for bacteria from ICDDRB.
In table-3 we have shown randomly collected renovated dug wells managed by
the family randomly in every month. Report from January,2000 to april,2000
is in the table. According to WHO guide line water is classified to safe,
low risk, intermediate risk and high risk for bacterial count “0”, “1 to
10”, “11 to 100”, and “ more than 100” respectively.
Similarly some modified dug wells which were followed closely by DCH field
workers were tested for bacteria and the result are shown in table-4.
Gradually the wells are becoming safer. To understand the changes and
seasonal variations in details this program needs continuation with close
monitoring. Recently we have installed two new dug-wells in the community.
Since beginning we have monitored the water quality. It was always found
the bacteria free.
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Recommendation
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During our short field
experiences here we found many changes in the community. People of this
area now understand the need of quality water for them. They now also feel
the need of monitoring for it. This is a program for only 8 months. To
make these options replicable as a sustainable method these studies should
more intensely be monitored for longer time. We feel dug well as a good
option for permanent use. Monitoring for bacterial quality is needed. PSF
is also good but selection of pond and monitoring is essential. Pitcher
filters is a very good option for short term use. Its cost is also very
low. Rainwater harvesting can also be promoted. This water can only be
used for drinking and cooking. Technical support at the beginning is
required. Removal methods need more field testing and research. Community
motivation and participation should be encouraged along with close
monitoring. |
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