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Use of Groundwater for Agriculture
FAO Staff Training for EU - SDDP May 2014
3
IMPORTANCE
Domestic water supply – water security Agricultural production and crop
security Environmental protection – surface
vegetation, wetland ecosystem, river aquatic ecosystem, coastal water ecosystem
Commercial ventures – industries, hotels etc.
Effect on surface water resources – river water, reservoirs, drainage process
Vavuniya
Mannar
Batticaloa
Ampara
Mulaithivu
Anuradhapura
Jaffna
Deep confined miocenelimestone aquifers
Shallow coastal sand aquifers
Alluvial aquifers
Laterite aquifers
Regolith aquifers
Shallow karstic aquifer
Shallow Karstic aquifers – Jaffna miocene limestone
Shallow coastal sand aquifer (kalpitiya, Mannar, Kalkuda, Batticaloa, Pothuwil,
Chilaw, Negombo, Puttalam, Katunayake
Rainy season
Dry Season
GROUNDWATER RESOURCES IN SRI LANKA
Deep confined miocene limestone aquifers – North West Sri Lanka – Puttalam, Mannar, Mulaitivu districts
Geologic cross section across the Murunkan basin
GROUNDWATER RESOURCES IN SRI LANKA Shallow groundwater in the hard rock basement –
Dry zone undulating landscape – ‘Regolith aquifers’
Groundwater table behaviour – Maha Illuppallama
LITHOLOGY OF REGOLITH AQUIFERS
Soil (0 – 2m)
Highly weathered rock (2 – 4.5m)
Moderately weathered rock (4.5 – 8.8m)
Sap rock (8.8 – 10m)Fresh rock
7
Laterite aquifer –South West Sri Lanka – Gampaha, Colombo, Kaluthara, part of Galle and Mathara
Deep hard rock aquifers – fractures and fissures
GROUNDWATER USE AND LIMITATIONS
Limited reserves Low specific yield Low
transmissivity Sea water
intrusion High fluctuation –
temporal and spatial
Poor quality water
WATER
Rainwater
Surfacewater
Groundwater
Water Resources Use in Villages of the Dry and Intermediate Zones of Sri Lanka
Drinking and domestic water
Rain-fed Farming
Agro-well farming
Lowland farming
Fishery
Homestead farming
Livestock
Integrated Water
Resources Management
Water is essential for
environmental existence
Desirable levels of drinking water
Acidity pH: 7.0 – 8.5 Electrical Conductivity EC: 750
µS/cm Hardness – 250 (CaCo3mg/l) Fluoride F – 0.6 mg/l Phosphate PO4
-3 – 2.0 mg/l Nitrate NO3
-1 – 10 mg/l Arsenic As – 0.01 mg/l
Distribution of EC in Vavuniya
19
Distribution of F values in Vavuniya
20
Shallow metamorphic hard rock aquifers
Well drained shallow
Moderately drained
moderately deep
Imperfectly
drained deep
Poorly drained deep
Four location categories identified for agro-wells
Cultivable extent (ha)
Required volume of water (m)3
Required water
depth (m)
Category
> 0.4 > 55 >1.9 I
0.2 – 0.4 35 – 55 1.3 – 1.9 II
0.1 – 0.2 20 – 35 0.65 – 1.3 III
< 0.1 < 20 < 0.65 IV
Location categories for agro-well construction
Catenary position
Drainage Min. Storage(m)3
Min. water depth(m)
Category
Depression PD > 55 > 1.9 I
Mid low slopes
ID/PD 35 – 55 1.3– 1.9 II
Mid slope WD/ID 20 – 35 0.65 – 1.3 II
Crest and upper slope
WD < 20 < 0.65 IV
PD – Poorly drained, ID – Imperfectly drained, WD – Well drained
Pumping Test (simplified)
Well specific capacity (K)– Volume of water recovered per unit time
per unit depression head– K = 0.54 D2/ T1/2
– m3/ hr per metre drawdown– T1/2 Half recovery time (the time taken to
recuperate half the depth pumped out
Application of the Pumping Test Extent 0.4 ha (1 ac.) Water requirement = 1,500 m3
Recommended well diameter
Water depth in July (m)
Observed K> 3 1.5 – 3.0 < 1.5
2 5.5 7.0 9.53 4.5 6.5 8.04 4.0 5.5 7.05 3.5 5.0 6.0
Recommendations for groundwater use1. Conjunctive use of rainwater, groundwater and surface water
for agriculture2. In construction of agro-wells control the spatial spread and
density to prevent any environmental destruction1. Spacing between two agro-wells should be hagher than 100 m2. Maintain the density at a rate of less than 30 acres of catchment
for one well3. Make aware the public on consequence of over-abstraction of
groundwater4. Annual contribution of rainfall to the groundwater is only 6 %,
thus, use must be less than that5. In order to assure the sustainable use of groundwater, wells
should be located on the imperfectly drained land class of the land catena
6. Construct an observation well first to test the water quality 7. In well construction excavate down to shattered rock layer to
obtain the highest recuperation rate.8. Cropping intensity of paddy fields can be increased by
constrcuting common agro-wells closer to the paddy field.