GOVERNMENT OF PEOPLE’S REPUBLIC OF BANGLADESH
MINISTRY OF LOCAL GOVT. , RURAL DEVELOPMENT &
COOPERATIVES
LOCAL GOVERNMENT DIVISION
International Workshop on
Arsenic Mitigation in Bangladesh
Dhaka, 14-16 January, 2002
ALTERNATIVE WATER SUPPLY OPTIONS
For Arsenic Affected Areas of Bangladesh
Prepared by:
M. Feroze Ahmed, Ph.D., FIE,
MASCE
Professor of Civil/Environmental Engineering,
BUET, Dhaka-1000, Bangladesh
Published by:
ITN-Bangladesh
Centre for Water Supply and Waste Management
Civil Engineering Building, (3rd. Fl.)
BUET, Dhaka-1000, Bangladesh
On behalf of:
Local Government Division
Ministry of Local Government, Rural Development and
Co-operatives,
Government of the People’s Republic of Bangladesh
January, 2002
[Cover design by Sazzad Mahmud. Printed by Progressive Printers Pvt. Ltd., Dhaka, Bangladesh]
The water supply in Bangladesh is primarily based on groundwater. An estimate shows that the present population coverage by piped water supply is 13.1 million (10%) and manually operated deep tube well mainly in the coastal area is 8.1 million (6%). Dug/ring well, Pond Sand Filter, Shallow and Very Shallow Shrouded Tubewell and rainwater harvesting provide arsenic safe water to 2.8 million (2%). About 103 million (80%) people depend on shallow tubewell for water supply and remaining 2% people do not have any well-defined source of water supply. An estimated 29 million people, exposed to arsenic contamination in excess of 50m g/L through 27% contaminated shallow tubewells and few production wells in urban centers, will require alternative water supply.
The sources of water available in Bangladesh for development of alternative water supplies are groundwater, surface water and rainwater. Four groundwater based options, six surface water based options and few rainwater harvesting techniques have been experimentally adopted as alternative water supply options in Bangladesh. On the other hand, thirty community and household level arsenic removal technologies have been tried in Bangladesh to reduce arsenic contents of water of contaminated tubewells to acceptable levels. Deep tubewells, dug/ring wells, treatment of surface waters and few arsenic removal unit show good potentials for water supply in arsenic affected areas and are suitable for adoption in the national program. Most options are site specific and no single option can provide arsenic safe water in all areas or to people having wide variation in socio-economic conditions. Piped water supply, irrespective of source should be given priority where feasible considering convenience and better quality control. Rainwater harvesting has good potential at household level but a system completely based on rainwater appears to be too costly and the method is yet to be popular in Bangladesh. Standard manuals should be developed for all options for uniformity in practice.
The estimated capital cost to provide arsenic safe water to 29 million
people exposed to arsenic content exceeding Bangladesh Standard varies
from Taka 2.6 to 36 billion at 2001 price level depending on the type of
options. However, the cost will be significantly reduced if the people
in the low contamination areas are mobilized to use the safe tubewells in
the area. Provision of water satisfying Bangladesh standard for arsenic will
reduce the risk of incidences of excess lifetime skin cancer in the country
from estimated 415,000 (0.321% of total population) to 55,000 (0.043%). An
estimated, 1.875 million tubewells (25% of total tubewell) worth Taka 8.44
billion are likely to be abandoned for producing arsenic contaminated water
exceeding Bangladesh Standard. About 73% of existing shallow tubewells providing
safe water to 75 million (58%) people in the country may yield water with
elevated levels of arsenic in future. A well designed active water quality
monitoring program to test the safe tubewells at least once in a year is
needed to be installed. The estimated yearly cost of monitoring of safe tubewell
once in each year by field test kit is Taka 176 million. An institutional
arrangement with greater role of Local Government is needed for installation,
operation and maintenance of alternative water supply options and monitoring
of water quality at the local levels.
Table of Contents (with links to the actual chapters)
| Executive Summary | ||
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1
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INTRODUCTION | |
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2
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WATER SUPPLY SITUATION ANALYSIS
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3
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WATER SUPPLY OPTIONS
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4
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ARSENIC MITIGATION INITIATIVES BY DIFFERENT ORGANIZATIONS
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5
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INSTITUTIONAL ARRANGEMENTS FOR SERVICE DELIVERY
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6
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CONCLUSIONS
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7
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REFERENCES | |
| Appendix-1 |
BAMWSP Bangladesh Arsenic Mitigation Water Supply Project.
BBS Bangladesh Bureau of Statistics
BGS British Geological Survey
BRTC Bureau of Research, Testing and Consultation
BUET Bangladesh University of Engineering and Technology
DANIDA Danish International Development Agency
DCH Dhaka Community Hospital
DFID Department for International Development
DPHE Department of Public Health Engineering
DTW Deep Tubewell
DWASA Dhaka Water Supply and Sewerage Authority
GOB Government of Bangladesh
HRD Human Resources Development
HTW Hand Tubewell
IG Infiltration Gallery
IRP Iron Removal Plant
ITN International Training Network Centre
LGD Local Government Division
LGED Local Government Engineering Department
LGIs Local Government Institutions
M&E Monitoring and Evaluation
MLGRD&C Ministry of Local Government, Rural Development & Cooperatives
NAMIC National Arsenic Mitigation Information Centre
NGO Non-Government Organization
NILG National Institute of Local Government
O&M Operation and Maintenance
R&D Research & Development
RDA Rural Development Academy
RWH Rain Water Harvesting
RWS Rural Water Supply
SDC Swiss Agency for Development and Co-operation
SSF Slow Sand Filter
SST Shallow Shrouded Tubewell
STW Shallow Tubewell
UNICEF United Nations Children’s Fund
VSST Very Shallow Shrouded Tubewell
WASA Water Supply and Sewerage Authority
WatSan Water and Sanitation
WHO World Health Organisation
WSS Water Supply and Sanitation
WSP – SA Water and Sanitation Program – South Asia of the WB
WB World Bank