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Groundwater Management Groundwater Management Issues in Sri Lanka Issues in Sri Lanka Gemunu Herath Gemunu Herath University of Peradeniya Sri Lanka Sri Lanka University of Peradeniya 1 Presentation Outline Presentation Outline


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Groundwater Management Groundwater Management Issues in Sri Lanka Issues in Sri Lanka

Gemunu Herath Gemunu Herath University of Peradeniya University of Peradeniya – – Sri Lanka Sri Lanka

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Presentation Outline Presentation Outline

  • Introduction
  • Groundwater Management
  • Alternatives to Groundwater
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Introduction Introduction

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World Fresh Water Resource World Fresh Water Resource

World’s Total Water Resource

97.3% Salt wat er 2.7% Freshwat er 0.7% Ot her wat er

  • 0. 3% Surf ace

water 22% Groundwater 77% Glacier wat er

World’s Total Fresh Waters

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Challenges for a Sustainable Water Challenges for a Sustainable Water Resource Resource

Populat ion growt h Urbanizat ion I ndust rializat ion

  • Increased water

demands

  • Increased waste

production

  • Improved

standard of living Over-exploitation & Contamination Lack of commitments Poor scientific knowledge

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In Sri Lanka; In Sri Lanka;

Competition and water shortages are increasing Competition and water shortages are increasing because of; because of;

– Rapid economic growth – High variability in rainfall – Pollution

As a result; As a result;

– Shortage in surface water sources – Lack of piped water supply (by 2005 only 26.9% had access to pipe water supply) – Groundwater is being extracted more

  • By end 2005, nearly 70% population relied on

groundwater

  • Over 25% of piped water supply is from groundwater
  • Groundwater

is becoming a popular source for Agricultural use

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Study Areas Study Areas

  • 1. Colombo
  • 1. Colombo
  • 2. Kandy
  • 3. Agrowells
  • 4. Tsunami

Main focus Main focus Water Supply; Water Supply;

Groundwater source management in two urban centers

  • 1. Colombo
  • 1. Colombo (1,610.6 km2, 4.3 mil. )

2.

  • 2. Kandy

Kandy (321.8 km2, 0.81 mil. )

Agriculture; Agriculture;

  • 3. Agrowell use in irrigation

Tsunami; Tsunami; 4. Groundwater resource after the Tsunami event

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Urban Area Details Urban Area Details

Colombo

Study area:

  • Colombo city and the suburbs
  • Land area: 1,610.6 km2
  • Population 4.3 million (2001)
  • Population growth rate 1.7%
  • GDP contribution 48.1% (2002)

Kandy

Study area:

  • Kandy city and the suburbs
  • Land area: 321.8 km2
  • Population 0.81 million (2001)
  • Population growth rate 1.2%
  • GDP contribution 9.4% (2002)

Kandy Study Area

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Geomorphology and Topography Geomorphology and Topography

Topography of Sri Lanka is of three plateaus; 2300m, 500m and 0-300m Kandy

  • located in the middle

plateau at around 500 to 1200m elevation. Colombo - located in the coastal plains of the western region (wet zone) Agrowells – mostly located in the northwestern plains (dry zone)

Kandy Colombo Agrowells

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Distribution of the Major Aquifer Types in Sri Lanka

(Modified from Panabokke and Perera 2005)

Groundwater Resource in Sri Lanka Groundwater Resource in Sri Lanka

IMPORTANT IMPORTANT In most areas GW only In most areas GW only within the hard within the hard-

  • rock

rock

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Hydrogeology in study cities Hydrogeology in study cities

Colombo:

  • Base metamorphic rock 5 to

15 m deep

  • Significant section of the study

area is formed on river deltas Groundwater

  • 1. Semi-confined

hard rock aquifers

  • 2. GW

in laterite deposits (honey-comb type weathered rock)

  • 3. River

alluvial aquifers in unconfined deposits

Kandy:

  • Base metamorphic rock 0 to

10 m deep Groundwater

  • 1. Semi-confined hard rock

aquifers

  • 2. River alluvial aquifers in

unconfined deposits

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Climate Climate

  • Sri Lanka divided into three different climatic zones based on

amount and pattern of rainfall received.

– Wet zone (more than 1900 mm rainfall/year) – Intermediate zone – Dry zone (usually less than 1500mm rainfall/year)

  • Colombo

– 2000-2500 mm/year (average 2376 mm/year, monthly maximum and minimum 360mm in May and 78mm in February)

  • Kandy

– 1500-2000 mm/year (average 1841 mm/year, monthly maximum

and minimum 278mm in November and 68mm in February)

  • Agrowell Area

– 1000-1500 mm/year

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Observed Rainfall Variations Observed Rainfall Variations

1911-1961 1961-1990

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Changes in Wet/Dry spells Changes in Wet/Dry spells

Increasing wet spells Increasing dry spells

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Rainfall Changes in Kandy Rainfall Changes in Kandy

500 1000 1500 2000 2500 3000 1960 1965 1970 1975 1980 1985 1990 1995 Year Annual rainfall (mm)

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WATER AVAILABILITY WATER AVAILABILITY

Country Averages;

  • Groundwater

: 420 m3/per person (2001)

  • Surface water

: 2,400 m3/per person (2001)

  • Rainwater runoff : 1,850 m3/per person (2001)

However, one considers the total aggregate water availability, shows a reasonable water resource but, the variations over space and time demand a proper management strategy Study area Ground Water Surface Water Rainfall Colombo - average 815 5,300 3,745 Kandy - average 176 2,049 592 Within study areas

() per-capita water availability, * Kelani Ganga basin detailed basin assessment

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Present Water Use Present Water Use

Domestic Industrial Domestic Industrial Domestic

Colombo (2001) 380,248 158,445 11,151 6,970 234,000 243,956 Kandy (2000) 36,679 5,972 5,546 804 41,000 22,928 Surface water Groundwater Deep Shallow NRW

Sources for Drinking Water Sources for Drinking Water (Source

(Source – – NWS&DB) NWS&DB)

Groundwater use: Colombo over 36%, Kandy over 47% Groundwater use: Colombo over 36%, Kandy over 47% Both groundwater & surface water will be extracted more in futur Both groundwater & surface water will be extracted more in future e

Pipe Pumped Private well Public well Stream Other 38% 1% 35% 11% 8% 7% 26% 8% 62% 0% 2% Pipe Pumped Private well Public well Stream Other 38% 1% 35% 11% 8% 7% 38% 1% 35% 11% 8% 7%

Kandy Study area

26% 8% 62% 0% 2% 26% 8% 62% 0% 2% 2%

Colombo study area

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Groundwater Management Groundwater Management Issues Issues

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Low Yield and Lower Success Rates Low Yield and Lower Success Rates

Success rates; Success rate at well construction = 80%

(limit; production well 20 l/min and hand operated well 4 l/min – NWD&DB sources)

After about 5 to 6 years of operation success rate = 65%* Wells maintain by local authorities = 50-55%* Our study in Kandy = 50% Lowering success rate with time attributed to poor maintenance poor maintenance and over extractions and over extractions. Yields; Not promising for large scale use since average yield in Kandy area is 90 l/s

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Coastal Aquifers;

  • Over extractions during dry season causing saline

water intrusions

  • Eg. Coastal belt– Specially by Hotel Sector

Laterite Aquifers;

  • Shallow well water draw-down as a result of deep

well over-pumping

  • Eg. Ekala industrial zone groundwater for industry

Ragama groundwater for water supply

Semi Confined Hard-rock Aquifers

  • Rapid water level draw-downs (over 40 m)
  • Eg. Bandaragama, Katugastota, Gohagoda, Galhinna
  • Decreasing yields
  • Eg. Rajapihilla,, Ampitiya, Bokkawala, Katugastota
  • Many Abandoned Schemes
  • Eg. Kulugammana, Yatihalagala, Kondadeniya

1.

  • 1. Problems with Groundwater Exploitation

Problems with Groundwater Exploitation Some examples Some examples

Kandy Study Area

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Possible Causes for Failures Possible Causes for Failures

Note; Hard Note; Hard-

  • rock aquifers

rock aquifers

  • a. Poor yield estimations
  • b. Clogging the fracture zone/path of borehole wells, thus failure to

recover even after flushing

  • c. Limitations in storage capacity – higher yield in newly constructed

borehole wells and over-exploitation cause water level depletion

  • d. Slow recharging potential in hard-rock/crevice aquifers
  • e. Failures in the siphon action within a fracture zone of a borehole

well specially during high rate pumping f. Lack of information to take timely and adequate measures

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Management Management

Few Years back; Shift the intake to a new borehole location and abandoned the existing boreholes In many cases; Shifting to new locations too were failures, Supply became expensive With new studies; Determining the exact yield difficult Phasing out the use of deep groundwater from fairly large extractions

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2.

  • 2. No Reliable Information on groundwater

No Reliable Information on groundwater

  • Groundwater related data very little; Three main institutions

Three main institutions exploiting groundwater exploiting groundwater

  • In most instances, available data is limited to the initial drill log only,

after construction little monitoring done.

  • No continuous Data. No reliable data.
  • Some data collected, during foreign funded projects, is lost or

misplaced

  • No centralized GW information system.
  • Few Research projects

100 200 300 400 500 600 700 800 Jan-98 Jul-98 Jan-99 Jul-99 Jan-00 Jul-00 Jan-01 Jul-01 Jan-02 Jul-02 Jan-03 Jul-03 Jan-04 Jul-04 Jan-05 Jul-05 Time Pumping Rate / (m3/d) Quantity Pumped /m3 max Quantity Pumped /m3 min

  • Eg. data available at;

Kandy-Owissa GW pumping station used for a water supply scheme

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  • 3. Groundwater Quality Problems
  • 3. Groundwater Quality Problems

Deep Groundwater

No major widespread quality concerns in two study areas expect for; Nitrates (128 mg/l Kandy –East), Iron/Manganese and Hardness (1,100 mg/l Kandy East and South)

Kandy iron and manganese

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Groundwater Quality Problems Groundwater Quality Problems contd.

contd.

Shallow Groundwater;

contamination from; From fertilizer, Bacteriological (Fecal) contamination from domestic waste Untreated industrial discharge (Colombo)

Kandy Study Area

  • Eg. Shallow GW total coliform (pfu per 100ml)

Polgolla 2-44 Hedeniya 150-300 Akurana 24-144 Kulugammana 0-56 Ampitiya 24-84

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Management issues Management issues

  • 1. Pollution control very poor
  • 2. Intension of relevant the authorities is to increase

present 60 % access to safe water to 99% by year 2025 However; Need a clear definition and proper guidelines for categorizing a safe drinking source;

Currently; any piped water supply or so called protected well (a lined well) is considered a safe sources but no quality level/assurance required Most individual sources even, in some instances piped water supplies do not comply to drinking water standards

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Agrowell Program Agrowell Program

20 40 60 1980 1985 1990 1995 2000 Year Number of wells (thousands)

Lined dug-wells Unlined dug-wells Tube-wells Total

  • Widely used in the dry zone (annual rainfall less than 1500mm) of

Sri Lanka

  • Initially intended to irrigate during dry season using groundwater

and only for off-seasonal cash crops

  • Program was funded by both the state and by the NGOs
  • Now even used to supply water to paddy cultivation
  • Resulted in rapid increase of agrowells specially in the northwest

As a result; Localized water level depletion Nutrient Pollution

Agrowell growth

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Affects from Tsunami Affects from Tsunami

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Destruction caused Destruction caused -

  • to groundwater sources

to groundwater sources

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Well Monitoring and Cleaning Well Monitoring and Cleaning

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Impacts to water sector Impacts to water sector

  • Damage to water supply distribution systems
  • Damage to the onsite toilet waste pits (over 60,000)
  • Tsunami wave intrusion made most wells in the area

became saline and also contaminated with fecal matter

(Well water COD 128 mg/l, total and fecal coliform levels 30 and 7, conductivity 1169 μS/cm)

  • Over 12,000 wells damaged
  • Over pumping for cleaning purposes resulted further

damage because of advancement of the salt water wedge

Still even after 4 years since the Tsunami – All these wells are still saline

Highlight: Highlight: For such cases Collaborative research is very important For such cases Collaborative research is very important

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Special case: Special case: Fluoride Contamination in the Fluoride Contamination in the Dry Zone Dry Zone

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Dry Zone of Sri Lanka Dry Zone of Sri Lanka

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20 40 60 80 100 Anuradhapura Polonnaruwa Puttalam Vauniya

District Percentages

Over 1.5 mg/l 1.5 to 0.6mg/l >0.6 mg/l 20 40 60 80 100 Anuradhapura Polonnaruwa Puttalam Vauniya

District Percentages

  • ver 1mg/l

1 to 0.3 mg/l >0.3 mg/l

Fluoride Level Fluoride Level Total Iron Level Total Iron Level

Fluoride and Iron Levels Fluoride and Iron Levels

Wells having quality details

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Health issues from Fluoride Health issues from Fluoride

1.

  • 1. Dental and Skeletal Flurosis;

Dental and Skeletal Flurosis;

Many Thousands sufferers Many Thousands sufferers

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  • 2. Renal Failure

More and more groundwater uses in dry zone areas affected by renal failures Clear regions identified Actual cause still unknown Is it due to groundwater contaminated with;

– Fluoride?? (number 1 suspect) – Pesticide?? – Poor Quality fertilizer?? – Poor quality aluminum cooking utensils??

Highlight: Highlight: For such cases Collaborative research is very important For such cases Collaborative research is very important

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Alternatives to Groundwater Alternatives to Groundwater

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Surface Water Surface Water

  • 1. Reliability is low

during dry periods (from February to April)

  • 2. Quality deterioration due to;

Industrial discharges Domestic discharges Salinity intrusion

  • 3. Conflicting water allocation priorities between

hydropower generation and water supply Irrigation and water supply

  • 4. No proper implementation of effluent standards
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Rainwater Harvesting Rainwater Harvesting

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90 72 72 68 132 145 138 113 171 265 278 188

50 100 150 200 250 300

January February March April May June July August September October November December Month Rainfall (mm)

Potential for Rain-Water Harvesting

Rainfall availability along with the recently introduced RWH policy, Potential for HWR an as alternative source for potable water is very good

Average rainfall in Kandy – – Wet Zone Wet Zone

Critical period

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In Dry Zone In Dry Zone

Rainwater Harvesting used in a number of places, but need further work as;

Rainfall variation

109 76 27 140 69 38 31 35 52 176 274 222

50 100 150 200 250 300 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month Average monthly rainfall 1998-2002 (mm)

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In urban areas, very few prefer to harvest rainwater However, most in peri-urban and rural areas keen to harvest rainwater Of them most prefer rainwater for secondary purposes (washing gardening etc.) knowledge and awareness on RWH is very poor Need alternatives and better techniques for; New harvesting techniques Cheap storage facilities Better storage for longer duration use Highlight: Highlight: For such cases Collaborative research is very important For such cases Collaborative research is very important

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IGES IGES Study Study

Sustainable Water Management Policy (SWMP) study

was init iat ed by t he Freshwat er Proj ect of t he I nst it ut e f or Global Environment al St rat egies (I GES),

AI M: To develop int egrat ed policy opt ions f or sust ainable wat er management in Asia Proj ect Period: 2004-2007 (t hree years) Main Focus was on Groundwat er issues

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IGES Case study Cities IGES Case study Cities

Colombo Sri Lanka Bangkok Thailand Ho Chi Minh Vietnam Bandung Indonesia Tianjin China

iGES Japan

Colombo Sri Lanka Bangkok Thailand Ho Chi Minh Vietnam Bandung Indonesia Tianjin China

iGES Japan

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Subsequent to a decision taken during a stakeholder meeting through the IGES study, the National Academy of Science of Sri Lanka jointly with the Department of Civil Engineering, University of Peradeniya organized a groundwater workshop last month and after this workshop, the Academy took a decision to push for a Groundwater Policy for the Country

Highlight Highlight

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A Typical Agrowell