Last update
2025
Summary
Along the lower ~8 km of the Ezousa riverbed near Paphos, a MAR/SAT scheme uses the aquifer as a natural reservoir: tertiary-treated effluent from the Paphos WWTP is conveyed to infiltration ponds in the riverbed, naturally filtered, stored and later abstracted for irrigation. Built in 2003, the system comprises five pond groups (23 basins in total) supplied by a 500-mm main, with a design capacity of roughly 9,000–12,000 m³/day. Annual recharge increased from ~1.63 Mm³ (2004) to 4.44 Mm³ (2015); WDD’s assessment (2006–2015) reported no adverse effects attributable to recharge, with only occasional chlorination by-products detected downstream. Research at the site indicates slight attenuation of nutrients and notes copper in groundwater exceeding EPA standards, likely of geogenic origin. Today, all reclaimed water produced in Paphos is routed to the Ezousa aquifer and then pumped and distributed for irrigation through the government network.
Since 2021, real-time sensors (water level, EC, temperature) linked to the INOWAS platform complement routine sampling, strengthening operational control.
Since 2021, real-time sensors (water level, EC, temperature) linked to the INOWAS platform complement routine sampling, strengthening operational control.
Position
Latitude
34.762277
Longitude
32.51429
Project
NWRM
National Id
Cyprus_01
Installation date
2004-01
Implementation Status
Contact
Ayis Iacovides, I.A.CO
RBD code
CY001
Transboundary
0
Photo gallery
Location of the project
Along the Ezousa River alluvial channel east of Paphos, from the coast inland to ~8 km upstream. Infiltration pond groups lie between Acheleia (near the Paphos WWTP and airport) and the Agia Varvara area
NUTS Code
CY00 - Κύπρος (Kýpros)
Project's objectives
Recharge and store tertiary effluent for later irrigation supply and intrusion control with targets of ~9,000–12,000 m³/d design throughput and ≈3 Mm³/yr recharge; an effective aquifer storage capacity of ≈4.2 Mm³/yr.
Involved Partners
| Authority type | Authority name | Role | Comments |
|---|---|---|---|
Climate zone
warm temperate dry
Temperature
18,7
Precipitation
500
Runoff
10
Runoff coefficient
0,18
Runoff range
450 - 600 mm
Evapotranspiration
1060
Imperviousness
18
Elevation range
78m
Slope range
1.0
Vegetation class
Unvegetated riverbed (engineered earth-banked infiltration ponds within the alluvial channel). Surroundings: irrigated citrus orchards and vegetables.
Water bodies: Ecological Status
Moderate
Water bodies: Chemical Status
Failing to achieve good
Water quality status
Key pressures at this coastal aquifer: high irrigation demand/over-abstraction and risk of seawater intrusion; artificial recharge mitigates but “only up to a point.”
Project scale
Meso
Project scale specification
A river-corridor intervention spanning five infiltration complexes distributed along ~8 km of the Ezousa alluvial aquifer (regional/river scale rather than a single plot).
Performance timescale
< 1 year
Project area
14500
Area subject to Land use change or Management/Practice change (ha)
4,6100001335144
Size
46000
Size unit
m2
Storage of tertiary treated water in periods of low agricultural water demand.
Design capacity description
4200000m3/yr is is the estimated effective storage capacity of the aquifer
Aquifer not used for domestic water. Permeable lithologyin unconfined aquifer with sufficient storage availability.
Aquifer previous lithology, sufficient storativity of aquifer, proximity to a STP or availability of treated effluent.
Total cost
€4.0 million
Costs total information
Includes ponds (shallow earth walls structures) with simple concrete inlets and outlets. Drilling of wells equipped with pumps, pipes for water transport, monitoring equipment (water levels/meters and quality probes). Staff to monitor and run the NWRM.
€3.9 M for tertiary plant, pumps and transfer main; ≈€0.1 M for ponds, boreholes and pumps
€3.9 M for tertiary plant, pumps and transfer main; ≈€0.1 M for ponds, boreholes and pumps
Costs investment
4000000
Costs investment information
Tertiary treatment plant, pumping installation and pipe transfer of treated effluent to the NWRM had a capital cost of 3.9 million euros. On this some 0.1 million euros are added for ponds, boreholes and pumps. These latter figures are to be verified.
Costs operational information
Monitoring staff and operation supervising.
Costs maintenance information
Maintenance of structures after occasional flooding. Renovation of infiltration capacity.Servicing of pumps.
Financing authorities
Type of funding
Sub-national funds
Compensations
0
Policy context
Cyprus faces structural water deficit; irrigation and tourism demands exceed sustainable supply in the Paphos coastal plain. The measure targets groundwater quantitative stress and seawater intrusion, while enabling safe reuse of treated effluent for irrigation—consistent with WFD objectives and national recycled-water policy. Related WFD pressures at this site: abstraction (quantitative) and diffuse agriculture (nitrate); monitoring addresses chemical status (metals, organics).
Land ownership
unknown
Community involvment
No
Design consultation activity
| Activity stage | Name | Key issues | Comments |
|---|
Policy target
| Target purpose |
|---|
|
Groundwater Recharge
|
|
Pollutants Removal
|
|
Oher Societal Benefits
|
Target Remarks
Aquifer recharge and retrieval of sufficient water quantities of acceptable quality for irrigation purposes. Additionally water purification is achieved and sea intrusion is restricted.
Policy pressure
| Pressure directive | Relevant pressure |
|---|
Policy impact
| Impact directive | Relevant impact |
|---|
Requirement directive
| Requirement directive | Specification |
|---|
Contractual arrangements
0
| Arrangement type | Responsibility | Role | Name | Comments |
|---|
Part of wider plan
1
Wider plan type
| Wider plan type | Wider plan focus | Name | Comments |
|---|---|---|---|
|
Reuse of treated water effluent and improvement of aquifer status
|
Routine WDD sampling at multiple wells plus continuous sensors (water level, EC, temperature) introduced under SMART-Control, with supplementary lab analyses.
EC, boron, pH, total P (monthly); organics/biochemicals, heavy metals and persistent organics (quarterly); samples at basin inlet, six abstraction wells, and an upstream observation well.
Continuous water level, EC, temperature at selected wells; lab campaigns (every ~3 weeks Jan–Jun 2021) for physico-chemical & microbiological suites, with emphasis on nitrate, pathogens, heavy metals (incl. copper) and sulfate.
Continuous water level, EC, temperature at selected wells; lab campaigns (every ~3 weeks Jan–Jun 2021) for physico-chemical & microbiological suites, with emphasis on nitrate, pathogens, heavy metals (incl. copper) and sulfate.
The sampling data for these analyses are obtained from eight locations: the entry to the infiltration basins, the six abstraction boreholes, and one observation borehole upstream of the recharge site for the native groundwater.
The sampling data for these analyses are obtained from eight locations: the entry to the infiltration basins, the six abstraction boreholes, and one
observation borehole upstream of the recharge site for the native groundwater.
observation borehole upstream of the recharge site for the native groundwater.
Maintenance
Periodic reconditioning of basin surfaces to restore infiltration, repairs after occasional flooding, and routine servicing of pumps.
Catchment outlet
A three-dimensional finite element model of the area was constructed using the FEFLOW software to simulate the groundwater flow conditions and transport of Phosphorous and copper in the subsurface from the recharge process. The model was calibrated using hydraulic head and chemical data for the time period of 2002-2011. The groundwater model was coupled with a geochemical model PHREEQC attempting to evaluate nitrate and Copper processes. Inverse modeling calculation was used to determine sets of moles transfers of phases that are attributed to the water composition change in groundwater between the mixture of natural groundwater and reclaimed wastewater and the final water composition.
From the flow model it is suggested that artificial recharge can compensate the lack of upstream recharge only to a point. Thus, a water deficit could potentially be created that will induce the saltwater intrusion phenomenon in the costal area.
The general behavior of phosphorus and Copper was captured relatively well with some exceptions.
From the flow model it is suggested that artificial recharge can compensate the lack of upstream recharge only to a point. Thus, a water deficit could potentially be created that will induce the saltwater intrusion phenomenon in the costal area.
The general behavior of phosphorus and Copper was captured relatively well with some exceptions.
Irrigation reliability & “insurance” role: MAR provides a buffer/insurance for the Paphos irrigation scheme, improving supply reliability to farmers; end-use is irrigation without post-treatment (water blended in the canal).
Conjunctive use & domestic water savings: WDD notes the scheme stores effluent for reuse, enables conjunctive use with dam water, and saves equivalent volumes of fresh water for domestic supply.
Regional demand context: the coastal area’s demand is high (≈17 Mm³/yr agriculture; ≈3 Mm³/yr tourism), underscoring the utility of MAR in the local economy.
Conjunctive use & domestic water savings: WDD notes the scheme stores effluent for reuse, enables conjunctive use with dam water, and saves equivalent volumes of fresh water for domestic supply.
Regional demand context: the coastal area’s demand is high (≈17 Mm³/yr agriculture; ≈3 Mm³/yr tourism), underscoring the utility of MAR in the local economy.
Retained water
12000
Retained water unit
m3/day
Information on retained water
The Ezousa Recharge Project (ERPr.) is designed to supplement the aquifer with 9000-12000 m3 /day of treated wastewater effluent from Paphos.
Stored/recharged water: annual recharge rose from 1.63 Mm³ (2004) to 4.44 Mm³ (2015); modelling (2014–2018) shows non-decreasing groundwater heads, indicating losses are compensated by recharge/pumping management.
Seawater intrusion: WDD reports the scheme controls saltwater intrusion; maximum practical recharge with existing structures estimated ~7 Mm³/yr.
Stored/recharged water: annual recharge rose from 1.63 Mm³ (2004) to 4.44 Mm³ (2015); modelling (2014–2018) shows non-decreasing groundwater heads, indicating losses are compensated by recharge/pumping management.
Seawater intrusion: WDD reports the scheme controls saltwater intrusion; maximum practical recharge with existing structures estimated ~7 Mm³/yr.
Increased water storage
12000
Increased water storage unit
m3/day
Information on increased water storage
The runoff reduction is nil since treated effluent is brought into the riverbed as an additional quantity of water.
Runoff reduction unit
% Percent
Information on runoff reduction
The runoff reduction is nil since treated effluent is brought into the riverbed as an additional quantity of water.
Information on Ecosystem erosion control
The existence of 23 ponds with low retaining walls prevents erosion.
Water quality overall improvements
Positive impact-WQ improvement
Information on Water quality overall improvements
Nutrients: slight attenuation reported; WDD also notes 15–20% denitrification/dilution of water along the conveyance from WWTP to ponds.
Metals: scientific assessment highlights copper in groundwater exceeding EPA standards; authors recommend controlling infiltration capacity and increasing travel times to improve performance.
Baseline pressures: naturally high sulphates (~450 mg/L) and boron in the area; over-abstraction and salinity pressures pre-recharge.
Overall effect: 2006–2017 monitoring found no negative impact on groundwater quality attributable to recharge; no pesticides detected in groundwater; organics only sporadically detected (mainly chlorination by-products such as chloroform) and not due to recharge.
Metals: scientific assessment highlights copper in groundwater exceeding EPA standards; authors recommend controlling infiltration capacity and increasing travel times to improve performance.
Baseline pressures: naturally high sulphates (~450 mg/L) and boron in the area; over-abstraction and salinity pressures pre-recharge.
Overall effect: 2006–2017 monitoring found no negative impact on groundwater quality attributable to recharge; no pesticides detected in groundwater; organics only sporadically detected (mainly chlorination by-products such as chloroform) and not due to recharge.
Soil quality overall soil improvements
Not relevant for this application
Information on Soil quality overall soil improvements
The application of this NWRM does not affect in any way the soil quality except within the ponds themselves.
1
Construction of ponds has overtaken permanently part of habitats. No serious impacts expected on flora although construction works destroyed parts of flora population. Minor impacts on fauna are expected since works overtake parts of riparian habitats.
Ecosystem impact climate regulation
Not relevant for the specific application
Information on Ecosystem impact climate regulation
The application in its form does not affect in anyway climate change.
Ecosystem provisioning services
0
Information on Ecosystem provisioning services
The site taken by the NWRM is the Esousa main watercourse.
Key lessons
The coastal part of the Ezousa riverbed aquifer—about 8 km inland from the coast—is used as a natural reservoir: tertiary-treated effluent from Paphos is recharged through shallow, purpose-built ponds, naturally purified in the alluvium, then pumped back for irrigation while helping to control sea intrusion. These points remain core takeaways from the site.
Experience shows that artificial recharge with treated effluent is transferable to other drought-prone areas with comparable geology; conjunctive use of surface water and groundwater maximizes available resources; saving equivalent volumes of freshwater for domestic supply is achievable when reclaimed water is stored and later used for irrigation; and controlling sea intrusion is feasible in practice.
Design and operations matter. The scheme uses five groups of basins (23 ponds) distributed along the lower Ezousa; pilot tests reported high infiltration rates (≈70–120 mm/h), confirming the suitability of the permeable alluvium. Strategic blending with Asprokremmos canal water (e.g., 1:20 at the canal) supports irrigation quality and operational flexibility.
Monitoring under WDD’s long-running program found slight nitrate dilution and strong phosphorus sorption, with metals sometimes higher in groundwater than in the inflow; a later assessment reported copper in groundwater exceeding EPA standards—underlining the need to manage residence times and pathways. Since 2021, real-time sensors (water level, EC, temperature) linked to the INOWAS platform complement lab sampling and help track risks (including clogging).
There are limits: modelling indicates that artificial recharge can compensate for reduced upstream recharge only up to a point; likewise, sea-intrusion control is effective but not absolute, so abstractions and recharge must be balanced over time.
Experience shows that artificial recharge with treated effluent is transferable to other drought-prone areas with comparable geology; conjunctive use of surface water and groundwater maximizes available resources; saving equivalent volumes of freshwater for domestic supply is achievable when reclaimed water is stored and later used for irrigation; and controlling sea intrusion is feasible in practice.
Design and operations matter. The scheme uses five groups of basins (23 ponds) distributed along the lower Ezousa; pilot tests reported high infiltration rates (≈70–120 mm/h), confirming the suitability of the permeable alluvium. Strategic blending with Asprokremmos canal water (e.g., 1:20 at the canal) supports irrigation quality and operational flexibility.
Monitoring under WDD’s long-running program found slight nitrate dilution and strong phosphorus sorption, with metals sometimes higher in groundwater than in the inflow; a later assessment reported copper in groundwater exceeding EPA standards—underlining the need to manage residence times and pathways. Since 2021, real-time sensors (water level, EC, temperature) linked to the INOWAS platform complement lab sampling and help track risks (including clogging).
There are limits: modelling indicates that artificial recharge can compensate for reduced upstream recharge only up to a point; likewise, sea-intrusion control is effective but not absolute, so abstractions and recharge must be balanced over time.
Success factor(s)
| Success factor type | Success factor role | Comments | Order |
|---|---|---|---|
|
Existing staff and consultant knowledge
|
main factor
|
<p>Previous experience with succesful Artificial recharge in riverbed with fresh water.</p>
|
1
|
|
Attitude of decision makers
|
main factor
|
Strong public authority leadership and policy backing for reuse (WDD as driver; national policy to maximize recycled water). |
|
|
Conducted assessments (incl. economic)
|
secondary factor
|
Robust monitoring : legacy WDD program plus SMART-Control real-time telemetry—enabling adaptive operation and risk reduction. |
Driver
| Driver type | Driver role | Comments | Order |
|---|---|---|---|
|
Organisation committed to it
|
main driver
|
WDD is responsible for water resources management in the island.
|
1
|
Transferability
Highly transferable to drought-prone regions with permeable alluvial aquifers near a WWTP. Success hinges on site hydrogeology and geochemistry (e.g., copper, sulphate, boron), robust quality control and monitoring (levels, EC, temperature, nutrients, pathogens, DBPs), and regular basin maintenance to limit clogging. Conjunctive management with surface water helps; sea-intrusion control is partial. Regulatory fit and stakeholder communication are essential.
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