Abstract
The south-western coastal zone of Bangladesh is suffering from an acute crisis of freshwater due to salinity intrusion. First, the extent of the problem and its causes in detail were investigated. Climate change along with a few other anthropogenic impacts are the main causes. Exploring technologies for adaptation to climate change is emphasized today to overcome the problem of climate change impact. The coastal community was found to be already adopting technological measures as an adaptation means. This study developed a detailed inventory of all the available indigenous water supply technology options along the region and categorized them. An analysis of the suitability of the technologies was done, focusing on factors like the state of the technology, convenience in operation, quantity and quality of the supplied water, as well as financial viability or management practice. Both qualitative and quantitative approaches to the study were adopted to collect and analyze the data through extensive field visits, laboratory testing, and secondary data analysis. It is found that in most cases, solutions are on an ad hoc basis, having a lifetime of less than 5 years. In some places, people are gradually moving towards community-based and long-term hi-tech solutions.
HIGHLIGHTS
In Bangladesh, such an assessment of adaptation technologies is probably the first of its kind.
UNFCCC is emphasizing the issue of technological development and nurturing indigenous technologies for adaptation.
UNFCCC negotiation platform SBSTA and the requirement of Technology Need Assessment (TNA) by member countries are mentioned here.
In line with the above context, the paper can contribute significantly.
INTRODUCTION
The south-western zone has also been severely devastated by frequent cyclonic storm surges in the last few decades, allowing saline water to enter far inland due to its low relief of just around 1 m above MSL. Again, groundwater from both the shallow and deep aquifers along the coast gradually becomes saline, where there is almost no rainfall for around 6 months of the year, and surface water reserves are contaminated due to storm surges (Brammer 2014). Furthermore, anthropogenic impacts like water withdrawal along the major river Ganges by upstream countries, excessive groundwater withdrawal locally, or shrimp farming severely aggravate freshwater availability along this zone (Abedin et al. 2014). This zone comprises a population of around 12 million in nine districts, where most of the surface and groundwater sources are contaminated with salinity levels beyond the acceptable limit, leading to a severe crisis of freshwater availability with grave public health hazards as the prevalence of excess salinity related diseases (Ahmed 2006; Khanom & Salehin 2012; Rahman 2015; World Bank 2015). In turn, it becomes a major predicament for the economic development of the region.
A number of adaptation technologies have been in practice already as an alternative option to supply fresh water during the dry period in the study area (Islam & Mohammad 2013; Islam et al. 2014; Rahman et al. 2017). It ranges from simple rainwater harvesting to Pond Sand Filter (PSF) up to modern technology like desalination. Different government departments and non-governmental organizations (NGOs) are helping the local people adapt to the changing conditions (Minar et al. 2013). Day by day, more people are adopting traditional as well as alternative technologies to overcome the crisis, so it is high time to get an overview of all the adaptation technologies, their problems, and prospects.
This study was thus conducted with the main objective of assessing the status of the adaptation technologies in the water supply sector along the coastal region of Bangladesh. As per UNFCCC directives, such proactive analysis is an urgent necessity in almost all sectors in different parts of the world, to ascertain the role of technology to overcome the impact of climate change. Technology Need Assessment (TNA) to address climate change has been asked to submit to UNFCCCA for all the member countries in that respect. Bangladesh, being a developing country, is going to be severely affected due to the impact of climate change and is thus required to assess its condition in this regard. This study is going to help the government to this end.
At the first stage of the study, the extent of the problem and major causes are investigated. After then an inventory of technologies adopted by individuals and different agencies has been listed. The technologies are classified under several groups depending on their process, suitability, and complexity level. Management options and community involvement are also investigated. Field visits to the site, laboratory tests of water quality of raw and treated water; questionnaire survey among users, technology providers, government officials, NGOs, and local community leaders’ reviews of secondary data were the means to conduct the study. It is expected that the study can provide a detailed overview of the present status of adaptation options and technologies for drinking water supply along the south-western part of Bangladesh.
ADAPTATION TECHNOLOGY: UNFCCC INITIATIVES
Until now, in the climate change regime, technology has been emphasized mostly in the mitigation sector, like reducing emissions through efficiency improvement, greener technology, or shifting from non-renewable to renewable energy sources, etc. No doubt, there were rationales behind this as mitigation is something to reduce emissions and thus retard climate change. Adaptation technology, on the other hand, truly is not less important for some other reasons: first, the warming now being experienced is the result of emissions that took place over many decades and it will continue amid mitigation measures adopted now because of previous emissions; second, after IPCC AR5, it has been confirmed that the impacts of climate change are already evident in the natural systems, so that we cannot avoid it, even with all those mitigation measures; third, development of adaptation technology for climate change will be useful not only for anthropogenic climate change but for any natural variability of climate in future, as well as human impact to the natural system for any reason (IPCC 2014). Under UN Climate Change, the technology issue is discussed in both the negotiating track on technology, i.e. SBSTA, and the one on adaptation, in a variety of contact groups and bodies. In 2001, the Conference of the Parties (COP) of the UNFCCC adopted a technology transfer framework (Decision 4/CP.7). Nairobi Work Program was another milestone here. Since then a number of studies under UN Climate Change, including technical reports, meetings, and programmes have been adopted to emphasize the issue which focuses on a set of activities under key thematic areas, which include: TNAs, technology information, enabling environments, capacity-building, and transfer mechanisms (UNFCCC 2020).
METHODOLOGY OF THE STUDY
The study was conducted along the three most severely affected south-west coastal districts of Bangladesh, as shown in Figure 1. It adopted both qualitative and quantitative approaches to collect and analyze data. Primary data were collected through a questionnaire survey, FGD (Focus Group Discussion), KII (Key Informants Interview), case study, and household interview. Personal observation through field visits was another approach and was probably the most effective one. Laboratory testing of water quality of different technologies to assess the effectiveness of the treatment was also done. The secondary data were collected from government bodies and NGOs to understand the extent of the problem and the present status of the water supply situation through a review of a number of technical and policy studies.
In terms of approach, four steps were adopted to conduct the study. In the first stages, the extent of the problem has been assessed including the level of salinity intrusion, major causes of the problem, and its impact in different sectors. This was done mostly based on secondary data analysis from relevant agencies, literature review, and critical analysis of them. In the second stage, an inventory of technologies adopted at different parts of the study area has been listed and categorized, based on extensive field visits and secondary information. In the third stage, laboratory tests of water quality from a number of major technologies to assess their treatment level and suitability as per Bangladesh standards have been assessed. In the fourth stage, a detailed investigation of the performance, acceptability, management approach, and user response of the technologies are evaluated based on the gathered information.
STUDY AREA AND THE EXTENT OF THE PROBLEM
Study area
The coastal zone of Bangladesh has been divided into three sub-regions – Western, Central, and Eastern regions. The digital elevation map shows that along the regions, 62% of the land has an elevation of less than 3 m and 86% less than 5 m (Miyan 2009; Rahman 2010; Sarker & Ahmed 2015). As shown in Figure 2, out of these three coastal regions, salinity intrusion along the south-western part is extended the most towards inland due to its low relief from the MSL. This research aims to study this south-western part of the coast, i.e. the most affected region. (ADB 2010; DPHE 2011; BMD 2014). Three districts and the Upazilas (sub-districts) selected under the study are as follows:
District | Upazila |
Bagerhat | Rampal and Mangla |
Khulna | Dacope |
Satkhira | Shamnogor, Ashashuni |
District | Upazila |
Bagerhat | Rampal and Mangla |
Khulna | Dacope |
Satkhira | Shamnogor, Ashashuni |
Specifically, the south-western part is also known as the Ganges Dependent Area (GDA), because numerous tributaries originating from the Ganges river flow through the region. Freshwater availability of those rivers fully depends on water availability in the Ganges, which has been reduced significantly in the last few decades due to water withdrawal upstream (Mirza 1998).
Rainfall characteristics
Strong seasonality is observed along the three districts Satkhira, Khulna, and Bagerhat on rainy days, and the total amount of rainfall variation over the year, as shown in Figure 3. Five months, namely November, December, January, February, and March, are crucial in terms of freshwater availability along the region. Due to the shortage of freshwater flow in the rivers, saline water intrudes further inland during the period. Groundwater level also declines or is contaminated gradually due to the lack of freshwater at that time (Mirza 1998).
Causes of salinity
U/S water withdrawal
Climate change and resulting SLR
It is already evident from some of the studies that the coast of Bangladesh is experiencing a trend in SLR (Sarwar 2005; Baten et al. 2015). As per the National Adaptation Programme of Action (NAPA 2005), the trend is 4.0 mm/year at Hiron Point (Western coast), 6.0 mm/year at Char Changa (Central coast), and 7.8 mm/year at Cox's Bazar (Eastern coast). Future projections are also made by several research organizations like SAARC Meteorological Center (SMRC 2005) as well as from the IPCC TAR (IPCC 2001). Summarizing all these predictions, NAPA predicted the future trend in SLR as 14 cm in 2030, 32 cm in 2050, and 88 cm in 2100.
Natural hazards
The Bay of Bengal is a hotspot for cyclones and resulting storm surges. The frequency and intensity of cyclones and storm surges have increased manifold over the last few decades along the region in the warmer climate (BCCSAP 2009). A large part of coastal areas in Bangladesh is protected by polders. However, the dilapidated condition of the polders due to their age, faulty management (Baten et al. 2015), and repeated attacks by cyclones and storm surges, breaches are there in many places which allows the saline water to enter the inland easily, especially during a cyclone and subsequent storm surge and remain trapped for a long time (Haque 2021; BWDB 2022).
Other anthropogenic impacts
Excess withdrawal of groundwater for drinking and irrigation purposes further allows salinity intrusion into the aquifer. Commercial cultivation of brackish water shrimp is also liable here. According to a study by Mahalder et al. (2018), the saline area due to shrimp farming along the three districts Khulna, Satkhira, and Bagerhat has increased from 3,74,370 ha in 1973 to 4,57,127 ha in 2015, i.e. by around 22.1%. Ultimately it causes saline water to contaminate both the surface and groundwater.
DEVELOPING INVENTORY OF WATER SUPPLY TECHNOLOGIES
Identification of technology types
Considering severe water scarcity along the study area, already a wide range of drinking water supply options are being practised by local communities. The study team prepared the inventory of these technologies through the following
– Extensive field visits along the three districts of Satkhira, Khulna, and Bagerhat at some selected locations to cover different types of technologies. The list of sites is shown in Table 1. Before field visits, information was collected from different secondary sources like academic research papers, NGOs, international development agencies, and government bodies about the types of technologies and prospective locations to visit them.
– Questionnaire survey, FGD (Focus Group Discussions), and an adequate number of KII (Key Informant Interviews) were also conducted at the field visit sites.
– After a detailed investigation, the study team found a large variety of different drinking water supply technologies, which were later classified under 13 major categories that are prevalent along the region as listed in Table 2.
Study area . | Number of water options studied . | Ground water-based technology . | Surface water-based technology . | Both surface and groundwater . | Rainwater-based technology . |
---|---|---|---|---|---|
Dacop | 21 | 6 | 5 | 5 | 5 |
Assasuni | 17 | 4 | 6 | 3 | 4 |
Shyamnagar | 26 | 7 | 7 | 6 | 6 |
Mongla | 21 | 4 | 7 | 5 | 5 |
Rampal | 18 | 4 | 7 | 3 | 4 |
Study area . | Number of water options studied . | Ground water-based technology . | Surface water-based technology . | Both surface and groundwater . | Rainwater-based technology . |
---|---|---|---|---|---|
Dacop | 21 | 6 | 5 | 5 | 5 |
Assasuni | 17 | 4 | 6 | 3 | 4 |
Shyamnagar | 26 | 7 | 7 | 6 | 6 |
Mongla | 21 | 4 | 7 | 5 | 5 |
Rampal | 18 | 4 | 7 | 3 | 4 |
Sl. No. . | Broad class of technology . | Technology in the field . |
---|---|---|
1 | Shallow tube well (STW) | STW at a number of places with sweet water pockets. |
2 | Deep tube well (DTW) | DTW at a number of places with sweet water pockets. |
3 | Managed aquifer recharge (MAR) | MAR by the University of Dhaka in one place. It was mainly for research purposes, but later continued to serve people. |
4 | Pond sand filter (PSF) | Mostly available all along the coastal region, especially rural areas, with community-based management approach under different categories as: a) PSF b) PSF with Solar c) PSF with UV + Solar d) PSF Chlorine-treated e) PSF bleaching powder-treated f) PSF-based school water supply |
5 | Pipeline water supply | A few of them available along the small town or business centers with government support under different categories as: a) Pipeline (DTW-based) b) Pipeline (PSF + solar) c) Pipeline (Desalination, RO), d) Pipeline |
6 | Desalination | Mostly available along the Upazila (Sub-district), small town or business centers or at some discrete point either with the support of government, NGO or Charity organizations like Ahsania Mission under different categories as: (a) DESAL-RO, Municipal (b) DESAL-RO, Commercial (c) DESAL, RO (d) DESAL, RO + UV (e) DESAL, carocel (f) DESAL, Basin Type |
7 | Bottled water | Bottled water supply commercially, also in big jars. |
8 | Community-Based Water Treatment Plant (CBWTP) | Available in some areas where there is a pocket of surface water reserve. Sometimes surface water is treated with chemicals to improve its quality using this treatment plant and distributed. |
9 | Dug well | Dug well at some places depending on the aquifer level |
10 | Catchment storage | Planned storage of water pond, channel or conserving in catchment. |
11 | Surface Water Treatment Plant (SWTP) | a) Surface water treatment |
b) Commercial chemical treatment | ||
12 | Rainwater harvesting (RWH) | a) RWHS –HH (motka) b) RWHS -HH (Tank) |
c) RWHS-HH (Tank with UV) d) RWHS-School-Based e) RWHS-HH (Tank + Bleaching Powder-Treated) f) RWHS-CBA g) RWHS-Commercial | ||
h) PSF-Based RWHS-School i) UV-Treated RWHS-CBA j) Bleaching Powder-Treated RWHS-CBA k) Modified RWHS-HH | ||
13 | Sweet water pond | Sweet water pond conserved and direct use of that water after boiling |
Sl. No. . | Broad class of technology . | Technology in the field . |
---|---|---|
1 | Shallow tube well (STW) | STW at a number of places with sweet water pockets. |
2 | Deep tube well (DTW) | DTW at a number of places with sweet water pockets. |
3 | Managed aquifer recharge (MAR) | MAR by the University of Dhaka in one place. It was mainly for research purposes, but later continued to serve people. |
4 | Pond sand filter (PSF) | Mostly available all along the coastal region, especially rural areas, with community-based management approach under different categories as: a) PSF b) PSF with Solar c) PSF with UV + Solar d) PSF Chlorine-treated e) PSF bleaching powder-treated f) PSF-based school water supply |
5 | Pipeline water supply | A few of them available along the small town or business centers with government support under different categories as: a) Pipeline (DTW-based) b) Pipeline (PSF + solar) c) Pipeline (Desalination, RO), d) Pipeline |
6 | Desalination | Mostly available along the Upazila (Sub-district), small town or business centers or at some discrete point either with the support of government, NGO or Charity organizations like Ahsania Mission under different categories as: (a) DESAL-RO, Municipal (b) DESAL-RO, Commercial (c) DESAL, RO (d) DESAL, RO + UV (e) DESAL, carocel (f) DESAL, Basin Type |
7 | Bottled water | Bottled water supply commercially, also in big jars. |
8 | Community-Based Water Treatment Plant (CBWTP) | Available in some areas where there is a pocket of surface water reserve. Sometimes surface water is treated with chemicals to improve its quality using this treatment plant and distributed. |
9 | Dug well | Dug well at some places depending on the aquifer level |
10 | Catchment storage | Planned storage of water pond, channel or conserving in catchment. |
11 | Surface Water Treatment Plant (SWTP) | a) Surface water treatment |
b) Commercial chemical treatment | ||
12 | Rainwater harvesting (RWH) | a) RWHS –HH (motka) b) RWHS -HH (Tank) |
c) RWHS-HH (Tank with UV) d) RWHS-School-Based e) RWHS-HH (Tank + Bleaching Powder-Treated) f) RWHS-CBA g) RWHS-Commercial | ||
h) PSF-Based RWHS-School i) UV-Treated RWHS-CBA j) Bleaching Powder-Treated RWHS-CBA k) Modified RWHS-HH | ||
13 | Sweet water pond | Sweet water pond conserved and direct use of that water after boiling |
Coastal Bangladesh is mostly rural so domestic and agricultural water demands dominate. However, this study specifically concentrated on potable water use, so domestic water uses are further classified under the categories as drinking, cooking, bathing, washing clothes, washing vegetables, and washing utensils. Technological options through which the above forms of domestic water supply are met in the study areas are listed in Table 3.
Use of water . | Water supply technology (% use) . | |||||||
---|---|---|---|---|---|---|---|---|
PSF . | STW . | DTW . | DESAL . | RWHS . | Pipeline . | Pond . | Others . | |
Drinking | 50.4 | 2.1 | 3.5 | 2.0 | 40.3 | 0.8 | 0.1 | 0.8 |
Cooking | 18.5 | 1.8 | 2.3 | 0.7 | 1.0 | 0.2 | 74.4 | 1.1 |
Bathing | 0.0 | 1.2 | 0.0 | 0.0 | 0.0 | 0.0 | 97.7 | 1.1 |
Washing clothes | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 99.8 | 0.2 |
Washing vegetables | 2.8 | 1.1 | 1.4 | 0.0 | 0.0 | 0.3 | 93.8 | 0.6 |
Utensils washing | 2.6 | 1.3 | 1.4 | 0.0 | 0.0 | 0.2 | 94.1 | 0.4 |
Use of water . | Water supply technology (% use) . | |||||||
---|---|---|---|---|---|---|---|---|
PSF . | STW . | DTW . | DESAL . | RWHS . | Pipeline . | Pond . | Others . | |
Drinking | 50.4 | 2.1 | 3.5 | 2.0 | 40.3 | 0.8 | 0.1 | 0.8 |
Cooking | 18.5 | 1.8 | 2.3 | 0.7 | 1.0 | 0.2 | 74.4 | 1.1 |
Bathing | 0.0 | 1.2 | 0.0 | 0.0 | 0.0 | 0.0 | 97.7 | 1.1 |
Washing clothes | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 99.8 | 0.2 |
Washing vegetables | 2.8 | 1.1 | 1.4 | 0.0 | 0.0 | 0.3 | 93.8 | 0.6 |
Utensils washing | 2.6 | 1.3 | 1.4 | 0.0 | 0.0 | 0.2 | 94.1 | 0.4 |
WATER QUALITY TEST
One of the major challenges of this water supply technology is to ensure the standard quality of water required for potable purposes. Water samples were collected from each of the representative technologies and tested in the laboratory – both raw water before the treatment and the treated water afterward. The parameters tested were pH, salinity (EC), TDS, DO, and faecal coliform. The test results show that the treated water mostly meets the water quality standard of Bangladesh and WHO, with the exception of MAR. The following findings can be summarized from the analysis of the water samples tested:
No FC/E. coli was found in the treated water. In most of the cases, disinfectants were used, at least chlorine.
pH: All the samples were within the acceptable limit.
TDS: As a source of water, groundwater and rainwater contain minimum TDS. Most of the methods were quite effective in removing TDS.
DO: DO level always improved due to the removal of TDS and organic contents.
EC: Raw water contains an excessive amount of salinity in the region. Specifically, while using STW and DTW with the source as groundwater. Rain water contains the least amount of salinity, as well as sweet water ponds. Desalination was the best for removing salinity from any source of water. Most of the other technologies thus relied on sweet water sources.
All the test results were compared with the standard parameters used by BD Guidelines. Table 4 shows a summary of all the parameters tested and their test results for both raw and treated water.
Sl. No. . | Source . | Water type . | pH . | EC (μS/cm) . | TDS (ppm) . | DO (mg /L) . | FC/E. coli (count) . |
---|---|---|---|---|---|---|---|
WHO standard | For drinking water | 6.5–8.5 | 400 | 500–1,000 | 4–6 | Undetectable/100mL | |
Bangladesh standard | For potable water | 6.5–8.5 | 150–600 | 1,000 | 6 | 0 | |
1 | DESAL-RO | Raw | 7.55 | 1,472 | 736 | 7.51 | – |
Treated | 7.83 | 58.9 | 29.4 | 7.97 | NIL | ||
2 | PSF DPH | Raw | 7.82 | 1,300 | 654 | 3.76 | – |
Treated | 7.4 | 665 | 332 | 5.54 | NIL | ||
3 | DESAL-RO + UV | Raw | 7.57 | 4,550 | 2,260 | 7.06 | – |
Treated | 7.92 | 101.5 | 50.8 | 7.55 | NIL | ||
4 | Desalination (Carocel) | Raw | 6.8 | 30,600 | 15,100 | 4.2 | – |
Treated | 7.88 | 128.7 | 64.3 | 8.04 | NIL | ||
5 | Desalination | Raw | 7.29 | 7,090 | 3,500 | 2.79 | – |
Treated | 7.54 | 235 | 117.9 | 6.48 | NIL | ||
6 | MAR | Raw | 7.54 | 7,972 | 1,445 | 9.38 | |
Treated | 8.32 | 5,730 | – | 5.07 | NIL | ||
7 | PSF With UV | Raw | 7.69 | 2,323 | 666 | 9.08 | – |
Treated | 8.22 | 1,323 | 5.01 | NIL | |||
8 | PSF UV Solar | Raw | 8.49 | 1,160 | 383 | 11.73 | – |
Treated | 8.18 | 875 | – | 5.15 | NIL | ||
9 | MAR | Raw | 8.36 | 2,068 | 1,033 | 12.17 | – |
Treated | 7.87 | 1,949 | 5.15 | NIL | |||
10 | Chlorine Supply | Raw | 8.02 | 1,112 | 406 | 9.49 | – |
Treated | 8.23 | 929 | 5.1 | NIL | |||
11 | PSF Pipeline | Raw | 9.08 | 344 | 172 | 12.29 | – |
Treated | 7.5 | 337 | 4.69 | NIL | |||
12 | RWH (Tank) | Raw | 8.01 | 62.8 | 31.3 | 11.11 | – |
UV-Treated | 7.19 | 47 | 5.17 | NIL | |||
13 | Supply Water system | Raw (Pond) | 7.81 | 1,012 | 406 | 9.31 | – |
Treated | 8.24 | 884 | 5.05 |
Sl. No. . | Source . | Water type . | pH . | EC (μS/cm) . | TDS (ppm) . | DO (mg /L) . | FC/E. coli (count) . |
---|---|---|---|---|---|---|---|
WHO standard | For drinking water | 6.5–8.5 | 400 | 500–1,000 | 4–6 | Undetectable/100mL | |
Bangladesh standard | For potable water | 6.5–8.5 | 150–600 | 1,000 | 6 | 0 | |
1 | DESAL-RO | Raw | 7.55 | 1,472 | 736 | 7.51 | – |
Treated | 7.83 | 58.9 | 29.4 | 7.97 | NIL | ||
2 | PSF DPH | Raw | 7.82 | 1,300 | 654 | 3.76 | – |
Treated | 7.4 | 665 | 332 | 5.54 | NIL | ||
3 | DESAL-RO + UV | Raw | 7.57 | 4,550 | 2,260 | 7.06 | – |
Treated | 7.92 | 101.5 | 50.8 | 7.55 | NIL | ||
4 | Desalination (Carocel) | Raw | 6.8 | 30,600 | 15,100 | 4.2 | – |
Treated | 7.88 | 128.7 | 64.3 | 8.04 | NIL | ||
5 | Desalination | Raw | 7.29 | 7,090 | 3,500 | 2.79 | – |
Treated | 7.54 | 235 | 117.9 | 6.48 | NIL | ||
6 | MAR | Raw | 7.54 | 7,972 | 1,445 | 9.38 | |
Treated | 8.32 | 5,730 | – | 5.07 | NIL | ||
7 | PSF With UV | Raw | 7.69 | 2,323 | 666 | 9.08 | – |
Treated | 8.22 | 1,323 | 5.01 | NIL | |||
8 | PSF UV Solar | Raw | 8.49 | 1,160 | 383 | 11.73 | – |
Treated | 8.18 | 875 | – | 5.15 | NIL | ||
9 | MAR | Raw | 8.36 | 2,068 | 1,033 | 12.17 | – |
Treated | 7.87 | 1,949 | 5.15 | NIL | |||
10 | Chlorine Supply | Raw | 8.02 | 1,112 | 406 | 9.49 | – |
Treated | 8.23 | 929 | 5.1 | NIL | |||
11 | PSF Pipeline | Raw | 9.08 | 344 | 172 | 12.29 | – |
Treated | 7.5 | 337 | 4.69 | NIL | |||
12 | RWH (Tank) | Raw | 8.01 | 62.8 | 31.3 | 11.11 | – |
UV-Treated | 7.19 | 47 | 5.17 | NIL | |||
13 | Supply Water system | Raw (Pond) | 7.81 | 1,012 | 406 | 9.31 | – |
Treated | 8.24 | 884 | 5.05 |
ANALYSIS OF FGD, KII, AND OTHER INTERVIEW RESULTS
Analysis of the result obtained from the FGD, semi-structured interview, household survey, and KII, as mentioned in Table 5, revealed the following findings:
Availability of safe drinking water is a burning issue and a major daily problem across the whole study area. It has been clearly evident from all respondents' responses and also during physical visits to the affected areas.
The situation is aggravated after the occurrence of natural calamities like cyclones, storm surges, or tidal flooding. Saline water further aggravates those surface water sources during such calamities and takes years to flush out.
As a result, many people have no option but to drink saline or impure water from tube wells or other surface water sources. Consequently, they are suffering from salinity effects as well as water-borne diseases such as hypertension, allergy, skin diseases, cholera, and diarrhoea.
Water supply systems in the study areas are mainly controlled and monitored by the government organization DPHE, which mostly provides water supply facilities up to the local town or municipality levels. Even though some NGOs and donor agencies installed facilities at a number of places, these attempts are visibly insufficient compared to the demand. Many of the facilities are malfunctioning due to a lack of maintenance. Installed by donors, the maintenance cost later is usually borne by the locality.
Most of the households depend largely on community-level sources, as well as household rainwater harvesting methods for drinking water. Collecting water still results in extra costs, labor, and hardship for the people.
Poorer households, being unable to spend money, use the traditional method of rainwater harvesting in earthen pots. But storing drinking water in earthen pots is also risky in terms of quality and taste when stored for a longer period.
Women and girls, who are generally responsible for household water collection, now have to travel long distances to fetch pure drinking water. The study reveals that now women and girls in some of the affected areas have to spend an additional 1–2 h every day collecting drinking water from nearby localities. Many of the school-going girls are affected and had to stop studying for this reason.
Among the technologies, PSF has been a major means of water supply, but in many cases found to be malfunctioning with poorer quality of water. The situation is worse during the dry season.
People in the study area prefer the supply of water by using advanced technology such as desalination through reverse osmosis. However, it is too expensive. Some philanthropic organizations, and in one place local administration, provided it free of charge. Commercial supply of water is also evident and gradually getting to market. However, only the richer part of the community can afford it.
A ray of hope is that safe drinking water technologies and facilities are increasing day by day, as the demand is rising. Advancement in technology is also trending. Within the last 5 years, most of the technologies blended the solar power concept for their operation. There is ample scope for commercialization of low-cost drinking water supply in the region.
DETAILED ANALYSIS OF TECHNOLOGIES
Geographical variation
Geographical variation of adopting technology was based on the quality of water, funding support, and financial ability of the consumers. The areas which are urban or semi-urban were using reverse osmosis, rainwater harvesting with UV, and pipe water supply by the municipal authority. In rural areas, PSF and rainwater harvesting without any treatment are common. Again the choice of option relates to the severity of the problem in the zone, too. Areas closer to the coast with higher salinity levels were found to adopt desalination plants at higher density, either supported by local administration or by donor agencies and NGOs.
Adaptation trend
As mentioned earlier, the severity of the salinity problem along the three districts was aggravated mostly after the construction of the Farakka barrage. Along with other anthropogenic factors like shrimp cultivation, the further impact of climate change and the resulting consequences like increased frequency of cyclones and storm surges aggravated it. History shows that since the late 1980s, the situation has become unbearable and indigenous technology for water supply PSF was introduced in many parts of the region. Rainwater harvesting has also become popular at an individual level. For the last two decades, advanced technology like desalination is getting popular as the condition worsens further and large-scale production of drinking water was indispensable. Many NGOs contributed there and in 2007 they started to work under a common umbrella as HYSAWA (Hygiene, Sanitation and Water Supply), i.e. a consortium of all NGOs working in the field of water supply and sanitation along the coastal zone of Bangladesh.
Acceptance
Each of the water technologies has its own merits and demerits to compromise between economy and quality. Few of the technologies have proven their potential to serve good quality potable water but a few old technologies are struggling to maintain its quality. All (100%) respondents preferred water through a desalination process like reverse osmosis. Acceptance of other technologies is PSF with UV (60%), Deep Tube well (DTW) (40%), and normal PSF (25%), respectively.
Water price
Water price varies from technology to technology, area to area, or even season to season. Although most of the expensive technologies have been installed by the DPHE, NGOs, and donor agencies, for maintenance purposes a token contribution is taken from the users. Among all the technologies, the water price for Desalination through Reverse Osmosis is the maximum. Still, a large mass of people nowadays is ready to pay for it because of its quality. As a result, some organizations commercially installed reverse osmosis plants in the Dacope and Shyamnagar areas. Water costs resulting from other low-cost technologies varies, but are much lower than desalination.
Implementing organizations
Government organizations, donor agencies, NGOs, community organizations, research institutions, and some corporate bodies are the implementers of the technologies. In most cases, they provide water free of cost or at a subsidized price. About 10% of the technologies were from the personal level, 35% from the government, 40% from NGO and donor agencies, and 15% from the community. Names of a few organizations are BRAC, DPHE, NGO Forum, Water Aid, Practical Action, Rupantor, Sushilon, GIZ, Cafod, Friendship, Bachte Shekha, ITN BUET, RDA, Municipal, Ad-Din, CARITAS, World Vision, UNNAYAN ONNESHON, Nobolok, Catholic Mission, Prodipon, CBA, OXFAM, HSBC, and personal initiatives.
Design life
Depending on the materials used to develop the technology, chemical used, and operation methods, etc. the design life of technologies varies. Most of the technologies sustain an average design life of 5–10 years. Ironically, some sophisticated technologies like Carocel-based desalination, chlorine-treated PSF, etc. were found to have a shorter design life, because of poor maintenance. Maintenance of these advanced technologies is a bit costly so local people later could not continue them unless fully supported by the donors. Actually, proper management and maintenance processes can extend the design life of a technology. Some low-cost mediocre technologies like PSF or RWH were found to continue operation for a longer period, because of low maintenance costs.
Survey types . | Sample design . | Target group . | ||
---|---|---|---|---|
Questionnaire survey | 115 households surveyed | User of the water supply facilities. On an average around 10 persons per technology. | ||
Focused Group Discussion (FGD) | FGD Nos. | Upazila Sample | Total FGD | FGD composition of personnel
|
02 | Rampal | 10 | ||
02 | Dacope | |||
02 | Mongla | |||
02 | Shyamnagar | |||
02 | Assasuni | |||
Key Informant Interview (KII) | No. of person | No. Upazila covered | Total persons | Community leaders and experts |
4 | 5 | 20 |
Survey types . | Sample design . | Target group . | ||
---|---|---|---|---|
Questionnaire survey | 115 households surveyed | User of the water supply facilities. On an average around 10 persons per technology. | ||
Focused Group Discussion (FGD) | FGD Nos. | Upazila Sample | Total FGD | FGD composition of personnel
|
02 | Rampal | 10 | ||
02 | Dacope | |||
02 | Mongla | |||
02 | Shyamnagar | |||
02 | Assasuni | |||
Key Informant Interview (KII) | No. of person | No. Upazila covered | Total persons | Community leaders and experts |
4 | 5 | 20 |
Technology type and challenges
There are some age-old indigenous technologies, which have existed for a long time, such as PSF or RWH. Advanced technologies like desalination are rather newer. Every technology has some challenges in terms of the source of raw water, raw materials used, operation and maintenance, etc. Table 6 lists some of those challenges.
Water price . | Technology . |
---|---|
Free | STW, DTW, PSF, DESAL(RO), Municipal, Bleaching Powder-based PSF, RWHS-HH(MOTKA), RWHS-HH(Tank), RWHS-School , PSF-Based RWHS-School , PSF-Based School Water Supply, Sweet water pond, Catchment |
30–50 Tk./Family/Month | DTW, MAR, PSF, Pipeline (Solar PSF), DESAL(RO&UV), Chlorine-Treated PSF, CBWTP, Surface Water Treatment Plant , RWHS-CBA, UV-treated RWHS-CBA , PSF(Solar) , Pipeline(DTW-Based) |
100 Tk./Family/Month | PSF With UV and Solar |
110–150 Tk./Family/Month | Desal (RO), Desal (RO + UV) |
150–200 Tk./Family/Month | Bottled Water Supply, Commercial Chemical-Treated WTP, DESAL(RO) |
Water price . | Technology . |
---|---|
Free | STW, DTW, PSF, DESAL(RO), Municipal, Bleaching Powder-based PSF, RWHS-HH(MOTKA), RWHS-HH(Tank), RWHS-School , PSF-Based RWHS-School , PSF-Based School Water Supply, Sweet water pond, Catchment |
30–50 Tk./Family/Month | DTW, MAR, PSF, Pipeline (Solar PSF), DESAL(RO&UV), Chlorine-Treated PSF, CBWTP, Surface Water Treatment Plant , RWHS-CBA, UV-treated RWHS-CBA , PSF(Solar) , Pipeline(DTW-Based) |
100 Tk./Family/Month | PSF With UV and Solar |
110–150 Tk./Family/Month | Desal (RO), Desal (RO + UV) |
150–200 Tk./Family/Month | Bottled Water Supply, Commercial Chemical-Treated WTP, DESAL(RO) |
Energy/operation options
The operational options of the available technologies are not the same. Some of them can be operated manually, some are based on electricity, some are solar, and some have duel options like solar/electricity, solar/diesel, and electricity/solar. Day by day, newer installations are trying to use renewable energy sources like solar energy.
Management options
Most of the technologies are managed by the community together. However, a 5- to 8-member team is usually formed for overall management including the collection of monthly charges, troubleshooting during failure, regular maintenance, chemical management, and other related issues. NGO-driven and commercial plants are managed by their own people if they are not handed over to the community. Water technologies set up and run by the government are managed by the DPHE mostly, sometimes by the local administration. Involving local people in the maintenance process is always found to be effective.
OVERALL SUITABILITY OF TECHNOLOGIES
In view of the discussion above, Table 7 summarizes different technologies managed by different organizations and a qualitative assessment of suitability and problems associated with them. Apart from the discussion, the approach followed by UNFCCC to classify technology has also been incorporated here. As mentioned already, technology for adaptation has been increasingly emphasized among climate experts, policymakers, and UN climate change negotiations. A number of UNFCC documents as UNFCC (2010), UNFCC/ TP (2006), UNFCC/SBSTA (2007), and the Technology Executive Committee (TEC 2017) have identified a few criteria to evaluate an adaptation technology. Three major criteria they adopted are the suitability of the technology, enablers and barriers. Following the above guideline, a further evaluation of the 13 most available technologies is done and presented in Table 8.
Challenges . | Technology . |
---|---|
Not suitable for all household | STW, DTW, MAR, Chlorine-based PSF, CBWTP |
Raw materials availability problem | DTW, MAR, Solar-based PSF, Desal (RO), Desal (RO + UV), Chlorine-based PSF, BP-Treated PSF, CBWTP, Bottled water plant, Surface water treatment plant, RWHS (UV, Solar), Pipeline (DTW-based) |
Possibility of bacterial attack | PSF, RWHS (Tank, Motka), RWHS-CBA, Dugwell |
Cleaning difficulty | PSF, Solar PSF, RWHS (Tank), RWHS-CBA, PSF-Based RWHS-School |
Possibility of contamination from external source | Catchment, Sweet water pond, Dugwell |
Raw fresh water shortage | Pipeline, Surface water treatment plant, DTW, STW |
Challenges . | Technology . |
---|---|
Not suitable for all household | STW, DTW, MAR, Chlorine-based PSF, CBWTP |
Raw materials availability problem | DTW, MAR, Solar-based PSF, Desal (RO), Desal (RO + UV), Chlorine-based PSF, BP-Treated PSF, CBWTP, Bottled water plant, Surface water treatment plant, RWHS (UV, Solar), Pipeline (DTW-based) |
Possibility of bacterial attack | PSF, RWHS (Tank, Motka), RWHS-CBA, Dugwell |
Cleaning difficulty | PSF, Solar PSF, RWHS (Tank), RWHS-CBA, PSF-Based RWHS-School |
Possibility of contamination from external source | Catchment, Sweet water pond, Dugwell |
Raw fresh water shortage | Pipeline, Surface water treatment plant, DTW, STW |
Sl. No. . | Class of technology . | Tech. type . | Management approach . | Acceptance . | Water price in (BDT/Family/Month) . | Design life (in yrs) . | Reason for production variation . | Suitability . | Enabler . | Barrier . |
---|---|---|---|---|---|---|---|---|---|---|
1 | STW | Old | Personal, NGO, GO | Good | Free | 5–10 | Drop of water table | No treatment required, quick installation | Proper location, pump cost subsidy | GW Table, seasonal variability |
2 | DTW | Old | CBO, GO, NGO | Good | Free, 30–50 | >10 | Drop of water table | No treatment, Longer availability | Proper location, Cost subsidy and technical support | Depth of aquifer, salinity intrusion |
3 | MAR | New | NGO | Neutral | 30–50 | 5–10 | Electricity | Natural, no chemical use, and aquifer recharge | Further study and technical support | Technical complexity, and quality issues |
4 | PSF | Old | NGO, GO, | Neutral | Free | <5 | Raw water | Indigenous technology, cheap and manageable | Further improvement, disinfection | Seasonal effect, quality issues, maintenance |
PSF (modified with Solar/UV) | New | NGO | Good | Free | 5–10 | Raw water, equipment's | Better quality, availability, but still cheap | Trained manpower, cost subsidy | Maintenance, production rate, installation cost | |
5 | Pipeline Water Supply (PWS) | Old | GO | Good | 30–50 | >10 | Electricity | Better coverage and readily available | Government support for policy and technology | Source of freshwater, treatment plant |
PWS (with Solar/ Desalination) | New | GO | Good | 50–100 | >10 | Cloudy weather | Better coverage and the better quality | Government subsidy, commercialization | Cost and technology, maintenance | |
6 | Desalination (Desal) | New | NGO, GO, Commercial | Best | 110–150 | <5 | Electricity, chemicals, cost | Best quality community-based water supply | Technical and Policy support for commercialization | Cost and technology, maintenance |
7 | Bottled Water Supply | New | Commercial | Best | 150–200 | >10 | Electricity, chemicals, cost | Best quality potable water possible | Policy support and market study for commercialization | High cost, market quality assurance |
8 | CBWTP | New | CBO | Good | Free | >10 | Source dependent seasonality | Greater engagement of the community | Cost reduction through greater participation | Space, source of water and maintenance |
9 | Dug Well (DW) | Old | Personal | Neutral | Free | 5–10 | Seasonal change of GWT | Ingenious technology at household level | Further research and improvement, location survey | Water quality, and GWT lowering |
10 | Surface Water Catchment | Old | GO | Neutral | Free | >10 | Shortage of rainfall | Natural storage of water, GWT recharge | Land for storage, policy support for long term | Contamination chance, lack of space |
11 | Surface Water Treatment Plant (SWTP) | Old | GO | Good | 30–50 | >10 | Space, electricity and chemicals | Cost effective and can serve many people | Cost effective with moderate water quality | High installation cost, operation and maintenance |
12 | RWH (traditional) | Old | Personal, NGO, CBO | Neutral | Free | <5 | Short of rainfall, contamination | Low-cost indigenous technology | Further research for customization to need | Seasonality, quality issues, storage |
RWH (Modified with disinfection) | New | NGO | Good | 30–50 | 5–10 | Seasonality in rainfall | Improved and longer period of storage | Technology support, further research | Chemical and storage cost, seasonality | |
13 | Sweet Water Pond (SWP) | Old | Personal, GO | Neutral | Free | >10 | Short of rainfall | Age-old indigenous technique | Improvement: seepage and evaporation issues | Varied use and Contamination, seasonality |
Sl. No. . | Class of technology . | Tech. type . | Management approach . | Acceptance . | Water price in (BDT/Family/Month) . | Design life (in yrs) . | Reason for production variation . | Suitability . | Enabler . | Barrier . |
---|---|---|---|---|---|---|---|---|---|---|
1 | STW | Old | Personal, NGO, GO | Good | Free | 5–10 | Drop of water table | No treatment required, quick installation | Proper location, pump cost subsidy | GW Table, seasonal variability |
2 | DTW | Old | CBO, GO, NGO | Good | Free, 30–50 | >10 | Drop of water table | No treatment, Longer availability | Proper location, Cost subsidy and technical support | Depth of aquifer, salinity intrusion |
3 | MAR | New | NGO | Neutral | 30–50 | 5–10 | Electricity | Natural, no chemical use, and aquifer recharge | Further study and technical support | Technical complexity, and quality issues |
4 | PSF | Old | NGO, GO, | Neutral | Free | <5 | Raw water | Indigenous technology, cheap and manageable | Further improvement, disinfection | Seasonal effect, quality issues, maintenance |
PSF (modified with Solar/UV) | New | NGO | Good | Free | 5–10 | Raw water, equipment's | Better quality, availability, but still cheap | Trained manpower, cost subsidy | Maintenance, production rate, installation cost | |
5 | Pipeline Water Supply (PWS) | Old | GO | Good | 30–50 | >10 | Electricity | Better coverage and readily available | Government support for policy and technology | Source of freshwater, treatment plant |
PWS (with Solar/ Desalination) | New | GO | Good | 50–100 | >10 | Cloudy weather | Better coverage and the better quality | Government subsidy, commercialization | Cost and technology, maintenance | |
6 | Desalination (Desal) | New | NGO, GO, Commercial | Best | 110–150 | <5 | Electricity, chemicals, cost | Best quality community-based water supply | Technical and Policy support for commercialization | Cost and technology, maintenance |
7 | Bottled Water Supply | New | Commercial | Best | 150–200 | >10 | Electricity, chemicals, cost | Best quality potable water possible | Policy support and market study for commercialization | High cost, market quality assurance |
8 | CBWTP | New | CBO | Good | Free | >10 | Source dependent seasonality | Greater engagement of the community | Cost reduction through greater participation | Space, source of water and maintenance |
9 | Dug Well (DW) | Old | Personal | Neutral | Free | 5–10 | Seasonal change of GWT | Ingenious technology at household level | Further research and improvement, location survey | Water quality, and GWT lowering |
10 | Surface Water Catchment | Old | GO | Neutral | Free | >10 | Shortage of rainfall | Natural storage of water, GWT recharge | Land for storage, policy support for long term | Contamination chance, lack of space |
11 | Surface Water Treatment Plant (SWTP) | Old | GO | Good | 30–50 | >10 | Space, electricity and chemicals | Cost effective and can serve many people | Cost effective with moderate water quality | High installation cost, operation and maintenance |
12 | RWH (traditional) | Old | Personal, NGO, CBO | Neutral | Free | <5 | Short of rainfall, contamination | Low-cost indigenous technology | Further research for customization to need | Seasonality, quality issues, storage |
RWH (Modified with disinfection) | New | NGO | Good | 30–50 | 5–10 | Seasonality in rainfall | Improved and longer period of storage | Technology support, further research | Chemical and storage cost, seasonality | |
13 | Sweet Water Pond (SWP) | Old | Personal, GO | Neutral | Free | >10 | Short of rainfall | Age-old indigenous technique | Improvement: seepage and evaporation issues | Varied use and Contamination, seasonality |
CONCLUSION
Salinity intrusion along the interior coast of the south-western part of Bangladesh is significantly evident, which ultimately is limiting the freshwater availability of people living there, posing a serious threat to public health. Alternate water supply technologies are already in practice to adapt to the problem. A detailed study of the freshwater options, evaluation of their technical effectiveness, and analysis of water quality has been done to assess the present status of the technology.
In the past, most people were highly dependent on pond water for their daily work other than drinking. People then gradually adopted low-tech or indigenous technologies such as shallow tube well (STW), DTW, rainwater harvesting (RWH), and PSF. However, nowadays advanced technologies such as reverse osmosis, UV-treated or bleaching-treated pipeline supply water, and bottled water are becoming popular.
A number of philanthropic organizations, NGOs, donor agencies, and the government are also trying to support people during this ever-looming calamity. However, the main weaknesses identified are the lack of proper coordination mechanisms among these agencies, a detailed inventory of technologies, and proper research to identify the suitable technologies appropriate for a particular region. It is noteworthy that there is ample scope to flourish indigenous as well as advanced technologies, but at low cost.
Unfortunately, most of the technologies adopted by different organizations are being implemented on an ad hoc basis, with a lifetime of less than 5 years. In most cases, after installation, while handing over to the community, because of lack of funding and technical know-how, maintenance becomes difficult and life span is thus reduced. In terms of treatment effectiveness (raw and supply water quality), desalination is shown to be the best. PSF, though widely used, cannot maintain quality up to the standard. UV-treated solar PSF and Desalination with RO and UV can be sustainable drinking options if some appropriate commercial models for them are in practice. A questionnaire survey revealed that people have the willingness to pay for better-quality drinking water. Still, for the poor and marginalized groups, government subsidies and support from NGOs are direly needed. Among the management options, the community-based approach may work better.
Further study on the improvement of technologies of some conventional techniques like PSF and RWH, or an economically viable commercial model of advanced technology like desalination, needs to be explored. Bangladesh received a large amount of precipitation during monsoon. How to store this monsoon water and utilize it during the dry season is another prospective field of research in the future.
DATA AVAILABILITY STATEMENT
All relevant data are included in the paper or its Supplementary Information.
CONFLICT OF INTEREST
The authors declare there is no conflict.