Review Article - (2015) Volume 6, Issue 4
The presence of elevated levels of naturally occurring arsenic in groundwater of Bangladesh has severely impaired the decade long effort of providing safe water to its population. Most of the recognized stages of arsenic poisoning have been identified in Bangladesh and the risk of arsenic poisoning in the population is increasing every day. The severity of arsenic contamination is demanding extensive research in this field. Many studies have been carried out in Bangladesh, West Bengal in India and other countries as well, but the situation is still out of sound control. In order to minimize arsenic exposure, a work to provide various alternate safe drinking water options to the exposed population has been initiated. This article implies to look at the sustainable management for safe drinking water in Bangladesh by reviewing different measures to remedy the arsenic contamination in groundwater.
Keywords: Groundwater, Drinking water, Household, Sustainable
Ground water arsenic contamination in Bangladesh poses the most drastic mass poisoning in history [1,2]. Chronic ingestion of inorganic arsenic has adverse effects on human health, it even causes cancer. High level of Arsenic contamination in the ground water of Bangladesh first identified at 1993 [3-7]. This has resulted in a severe environmental disaster affecting several million people in the region, as groundwater is the main source of potable water for nearly 98% of the population in Bangladesh. What was a success story is now poised to threaten the lives of millions of people living in 61 out of the 64 districts in Bangladesh (Figure 1).
However, four years ahead, at 2011 Bangladesh achieve the MDG drinking water target with a nationwide coverage. At the same time as the most densely populate country of the world with more than 160 million population still 19% of the population use unsafe drinking water. Moreover, in terms of planning, monitoring and evaluation of safe drinking water programs Bangladesh scored 0.5 out of 1 in the latest report of UN-Water Global Analysis and Assessment of Sanitation and Drinking-Water (GLAAS). This report of also stated that no national assessment was done for safe drinking water programs and status. Nevertheless, full donor funded programs of safe drinking water only 50% of official donor capital commitments utilized. Therefore, the question arises about sustainability of safe drinking water programs to achieve the nationwide coverage of safe drinking water for all the population of Bangladesh. This article implies to look at the sustainable management for safe drinking water in Bangladesh.
The study was conduct by reviewing the existing literature on arsenic mitigation and sustainable management of Bangladesh. To obtain available literature electronic database mainly PubMed, EBSCO was search with different key words. Furthermore, leading organization of water resource management organization, health organization like International Water Resources Association (IWRA), World Health Organization (WHO), The United Nations Children’s Fund (UNICEF) – their website was searched for their policy paper, past and current project on drinking water and arsenic mitigation. And lastly but most importantly policy, strategy and evaluation research paper of Govt. of Bangladesh was reviewed for this article.
Drinking Water Sources and Supply
Recent national representative survey state that tube wells/tap water are the most common source of drinking water in both urban and rural areas. Nationally 94.4% household use taps or tube well water as drinking water. In rural areas, the rate was 95%, which is marginally higher than in urban areas (93.2%) [8]. Table 1 demonstrate the updated details of Major sources of drinking water of people of Bangladesh.
Source of Drinking water | Urban (%) | Rural (%) | Total (%) | Reference |
---|---|---|---|---|
Tap/Tube well | 93.2 | 95.0 | 94.4 | [6] |
Well | 1.6 | 2.0 | 1.8 | [54] |
Pond/Ditch | 3.4 | 1.9 | 2.4 | [6] |
River/Canal | 0.9 | 0.3 | 0.5 | [43] |
Fountain | 0.1 | 0.7 | 0.5 | [43] |
Bottle water | 0.7 | 0.1 | 0.3 | [6] |
Total | 100.0 | 100.0 | 100.0 |
Table 1: Major sources of drinking water.
Presently national scenario of major sources of drinking water, different remedial measures of drinking water and arsenic status in household are presented. Commonly used drinking water treatment processes are presented in Table 2.
Treatment | Urban (%) | Rural (%) | Total (%) | Reference |
---|---|---|---|---|
Boiling | 4.6 | 3.6 | 3.9 | [6] |
Use water purifying tablet | 0.1 | 0.0 | 0.0 | [6] |
Use Fitkeri | 0.3 | 0.2 | 0.2 | [54] |
By filter | 0.8 | 0.3 | 0.4 | [6] |
Don’t purify | 1.0 | 1.0 | 1.0 | [43] |
Tap/Tube well water so don’t boil | 93.2 | 95.0 | 94.4 | [43] |
Total | 100.0 | 100.0 | 100.0 |
Table 2: Commonly used drinking water treatment processes.
Although the estimates for contamination vary, between 77 and 95 million people in Bangladesh are affected by high levels of arsenic in their drinking water. The problem is not uniformly distributed, but the local hot spots are densely populated. It is interesting to note that one tube well can have 50 ppb and a tube well less than 100 feet away can have 170 ppb. In all, 16 percent of the deep tube wells in Bangladesh and India are contaminated.
The water starts to become turbid through a process of oxidization and self-attenuation. The origin and distribution of arsenic in groundwater is still under study. However, early indications show that a biogeochemical reduction process mobilize the arsenic in the ground into a form that is present in water. Current theory suggests that an anaerobic bacterium is consuming iron and organic matter present in the young geological formation; it is then using the iodine present in soil to convert and dislodge the stable form of arsenic into an unstable form called arsenite. Arsenite, the most toxic form of arsenic, is now in solution and contaminates the wells. Current scenarios of contamination of Arsenic in household drinking water are presented in Table 3.
Status | Urban (%) | Rural (%) | Total (%) | Reference |
---|---|---|---|---|
Arsenic free | 75.5 | 75.0 | 75.1 | [6] |
Arsenic Contaminated | 11.7 | 9.4 | 10.1 | [43] |
Not detected yet | 12.8 | 15.6 | 14.8 | [54] |
Total | 100.0 | 100.0 | 100.0 |
Table 3: Arsenic status in household drinking water.
At 2006 Government of Bangladesh and UNICEF conducted a nationwide Arsenic testing program and reveled that around 20% of the tubewell identified with Arsenic contamination higher that national level, it is worth to mention here while internationally minimum acceptance level of Arsenic is 0.01g/L in Bangladesh it is .05g/L. The WHO/UNICEF Joint Monitoring Programme for Water Supply and Sanitation (JMP) has subtracted 20 percent of those relying on shallow wells from the coverage estimates of each of the surveys on file. Bangladesh is to only country for which the JMP has made an adjustment of the drinking water coverage estimates based on an actual water quality parameter. To allow for international comparability of estimates, JMP uses the following classification to differentiate between “improved” and “unimproved” drinking-water sources [9]. According to this classification in Bangladesh “improved” and “unimproved” drinking-water sources are as Table 4.
Improved drinking water | Unimproved drinking water |
---|---|
Use of • Piped water into dwelling, plot or yard • Piped water into neighbor’s plot • Public tap/standpipe • Tube well/borehole • Protected dug well • Protected spring • Rainwater |
Use of • Unprotected dug well • Unprotected spring • Small cart with tank/drum • Tanker truck • Surface water (river, dam, lake, pond, stream, channel, irrigation channel) • Bottled water |
Table 4: Improved and unimproved drinking water sources.
At present, although As contamination in the ground water of Bangladesh has been taken into account by the Government of Bangladesh, non-governmental organizations (NGOs) and donors are working together to address this critical issue – it is only being of a priority after 1998 while the contamination of high level of As detected at early 1990. A report of a join technical group of British Geological Survey (BGS), and Department of Public Health and Engineering (Bangladesh) suggest that ground water arsenic contamination in Bangladesh five major challenges, these are stated as follows [10]:
• “Test all tube wells for arsenic; there are about 8-10 million such wells in Bangladesh
• Investigate the mechanisms of arsenic contamination of groundwater
• Identify people with elevated risk of arsenic toxicity. A variety of toxic effects, including different types of cancers (most of which are not likely to be reversible)
• Provide alternative arsenic-safe water options which are culturally acceptable, technically feasible, environmentally safe, and affordable by common people
• Research into the extent of soils contamination due to irrigation with arsenic”
Below, Figures 2, 3 and 4 are graphically presented the change of status of safe drinking water in Bangladesh from 1990 to 2010. Nationally Bangladesh has improved in terms of safe drinking water – piped on premises increased and other improvement occurred. However, in urban area total improvement has been fall in last two decades with fall in piped in premises percentage (Figure 2). This quite unusual finding might be explained by rapid urbanization and growth of newer slams which remain out focus; also it might be contribution of different natural disasters that inflated the population shifting from rural to urban; and also the political unrest which cause the out of focus where actual focus is needed.
Installation and assessment of safe water options were major activities of the mitigation component. Obviously, arsenic free water is the main way to reduce the risk of arsenic toxicity [11-13].
Attaching top priority to the problem of arsenic in drinking water, the Government of Bangladesh adopted the National Policy for Arsenic Mitigation 2004 (NPAM) and Implementation Plan for Arsenic Mitigation in Bangladesh (IPAM 2004). The policy provided guidelines for arsenic mitigation in the drinking water, health and agriculture sectors. Since 2004, knowledge of arsenic contamination its risks and mitigation options, has improved significantly. Thus, reflecting a widely felt perception amongst stakeholders, the Local Government Division of the MLGRD&C requested a review of IPAM 2004.
Five other mitigation approaches promoted by the NPAM have had a limited impact, each reaching <1% of the population at risk. The early record of arsenic removal from groundwater by adsorption and/or coprecipitation is mixed. Failures have arisen from inadequate removal due to the challenging composition of the groundwater, logistical difficulties in ensuring proper maintenance, and inconvenience to the users [11-13]. Since four arsenic-removal technologies have been provisionally approved for marketing, however, treatment may become more widespread. Dug wells are used by thousands of villagers. Although the shallowest aquifers tapped by these wells are typically low in arsenic, a full-scale return to this traditional technology is hampered by concerns regarding the microbial quality of the water and the need for regular maintenance (IPAM, 2009).
Since the adoption of IPAM 2004, various activities have taken place in the country. The screening of 5 million wells in 272 Upazilas was the most remarkable achievement. Although there are some doubts about the quality of the field kits, in particular their precision in waters close to 50 ppb, the program was very valuable in identifying the most severely affected areas, populations, and prioritizing mitigation efforts. Overall progress in mitigation has not kept pace with the magnitude of the arsenic problem. Major shortcomings in IPAM 2004 were (i) the lack of quantitative time-bound targets, and (ii) the weak monitoring and evaluation framework for projects (IPAM, 2009).
The IPAM 2004 was reviewed at 2009. At the centre of IPAM 2009 are simple non-excludable targets that create incentives for LGIs and water service providers to work together to mitigate water quality risks. Targets will exist at local level to guide LGIs, and at national level to prioritize the population at risk, where and when, and hence to ensure adequate budget provision. This will be supported by improved systems for planning, monitoring and reporting. This will also require a major improvement in data management, and a commitment to share information across ministerial, and government and non-governmental, boundaries. Coordination will be simplified by clarifying the roles of the arsenic committees at each level.
Supply of As free, safe drinking water remains the most crucial issue in the As mitigation program. The geohydrological situation of Bangladesh varies from area to area. Similarly, soil types and water chemistry vary from region to region. Water chemistry is particularly important in developing As removal technologies because performance of a number of As removal technologies depends on water quality, especially pH. For immediate safe drinking water supply, short-term options such as As removal technologies can be used. However, to solve the problem permanently, a long-term solution needs to be adopted. In an area where the proportion of TWs having elevated As concentrations is not high, people can often collect water from the nearby As-safe TWs. Sludge disposal generated from the As removal technologies are an issue of worries. If not disposed of properly, it may have the potential to pollute the surrounding safe ground water again or create a new environmental hazard.
It involved much effort and time to convince people to shift from using relatively polluted surface water to safe ground water. Now people have a strong preference for TW and it would not be easy to shift these large populations from the TW option again. The situation might be worse in areas where no symptoms of arsenic toxicity have become visible even after a long duration of As exposure. Therefore, a strong Behavioral Change Communication (BCC) component should be added with the water supply programs in order to bring positive changes in the behavior of the users’ population.
Bangladesh has reinforced the importance of using organizations and systems that are already in place in the affected area. When a rapid response to a health emergency is needed, it is not the time to reorganize or implement completely new systems. Rather, it is the time to take advantage of existing governmental and nongovernmental organizations, which already have contacts in the field and can thus respond quickly. The rapidity of the response is crucial-the longer the exposure continues, the greater the likelihood of disease.
Pond sand filter (PSF)
In the hilly areas or in the coastal belt of Bangladesh, where salinity in the shallow groundwater is reported to be a severe problem, the Department of Public Health Engineering (DPHE) and UNICEF have installed slow sand filtration units linked. Hand pumps are used to deliver pond water to the units, which are called Pond Sand Filters (PSF). In this slow sand filtration system a bed of fine sand is used through which the water slowly percolates downward, resulting in the removal of pathogens through a combination of physical and biological processes. One PSF can supply the daily requirement of drinking and cooking water for about 40-60 families with a cost of about US$ 600. Once trained, masons with locally available materials can construct PSF. There is no chemical treatment involved in this process and little effect on the environment.
Prospect and constrain of Pond Sand Filter (PSF)
The greatest challenge for this option is to find suitable ponds which are perennial, free from pisciculture, and protected from using for bathing and washing clothes, cattle, etc. It has been reported that many of the PSFs constructed in the past in other arsenic affected areas where BRAC is providing As mitigation options, are now abundant as the owners’ of the ponds restarted commercial fishing activities (BRAC 2000). Most ponds are privately owned and therefore, villagers have little to say about changing owners’ decision about restarting commercial fishing activities in spite of having formal agreement with the community that they will reserve the ponds for drinking water use only. However, there is potential that PSFs could be one sustainable alternative to the arsenic problem in some areas.
Rainwater harvesting is utilized in many parts of the world to meet the demand for drinking water. There is a long-established tradition of rainwater collection in some parts of Bangladesh, where shallow groundwater water has elevated salinity. Although the potential for rainwater harvesting is good in some areas of Bangladesh, the amount of rainfall varies widely across the country. Rashid [14] shows that mean annual precipitation ranges from 1,400 mm (about 55 inches) along the country’s central western border to more than 5,000 mm (200 inches) in the far northeast. The wet months are mid-June to late September and the dry period is from January to April. About 80% of the annual precipitation occurs in the monsoon period. Rainfall patterns were also confirmed with local communities in order to ascertain the feasibility of RWH, and alternatives and parallel use of other options should be considered for total coliform and faecal coliform bacteria to assess the safety level of the RWH water for drinking.
Bishuddhya filter
This non-chemical based filter is basically designed to remove pathogen load from surface water. The filtration and purification technique used in this system is similar to PSF technology. Bishuddhya filters are relatively inexpensive and produced in Bangladesh.
Three-kolshi or three-pitcher filter
The three-pitcher filter is based on an indigenous method of filtration, which has been used in Bangladesh for ages. Traditionally, two local clay pitchers (called kolshi) are used to filter water [15].
Activated alumina filter (ALCAN filter)
The basic principle of this system is adsorption of As by activated alumina. In this filter the raw water passes upward through the activated alumina media and the treated water becomes As free. Activated alumina is formed by the thermal dehydration (250°C to 1150°C) of an aluminum hydroxide such as, gibbsite, bayerite, etc. Its principle characteristic is high surface area (>200 m2/g) and associated porosity. The term activated refers to the capacity of the alumina to enter into adsorption and/or catalytic reactions, and is determined largely by such variables as crystal structure, pore size and distribution, and the chemical nature of the surface [16-54].
Contamination of drinking-water with arsenic illustrates the difficulties of community based interventions. It is likely that a single visit to a village, during which the water is tested and the nearest well painted red, would not have a long-term impact on the behavior of members of the community, particularly if none of the villagers has any signs of arsenic-caused disease. Habits are difficult to break, one visit will not be convincing when the villagers look at the clear, clean water.
Follow-up monitoring and education are integral to sustaining the impact of the first intervention and safeguard the population’s health. Long-term solutions would likely have to be tailored to local environments, and it is counterproductive to defer immediate action until the long-term alternatives are completely designed. The cause of arsenicosis is clear and continuing exposure increases the risk of nonfatal outcomes and death, the disease could be eradicated at relatively low cost. Finally it could be said that fair follow of funding, continuous monitoring and evaluation of plans and strategies are the principle components to ensure sustainability for the safe drinking water in Bangladesh. The article would be helpful much in that direction.