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September 15 th , 2011 Athens, Greece Session 6. Learning from Experiences: Best Practices and Case Studies Ignacio MORELL Universitat Jaume I Research Institute for Water and Pesticides Castellón, SPAIN

006b NCWRM 2011 Morell_Spain

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Regional Conference on Advancing Non Conventional Water Resources Management in the Mediterranean, 14-15 September 2011, Athens, Greece

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Page 1: 006b NCWRM 2011 Morell_Spain

September 15th, 2011

Athens, Greece

Session 6. Learning from Experiences:

Best Practices and Case Studies

Ignacio MORELLUniversitat Jaume I

Research Institute for Water and Pesticides

Castellón, SPAIN

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To mitigate seawater intrusion and to

partially recover the water quality in some

coastal aquifer

Methodological basis for Water Neutrality Projects

(2009)

As a consequence of the report

We proposed eight offset mechanisms to compensate the water use in

a Coca-Cola plant (Valencia, Spain)

One of these mechanisms was

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Program Start date September 1st 2011

Program End Date September 1st 2012

Budget $143.000 (98.000 euros)

Granted by Coca- Cola Foundation (Atlanta, USA)

Phase I

Partners

University Jaume I, Castellón, Valencia Community, Spain (Coordinator)

Spanish Geological Survey

Júcar Basin Organism (Ministry of Environment, Central Government)

Department of Environment and Water (Ministry of Environment, Regional Government)

Coca-Cola Spain

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The main objective is to establish a methodology to conduct

a pilot project for artificial recharge with regenerated water

in order:

• to combat seawater intrusion

• to collaborate for the remediation of the aquifer

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Spain

Madrid Valencia

Granada

Map of Europe

SpainSpainValencia

Community

Valencia

Community

Map of Spain

Valencia is an autonomous community of Spain, located in the east of the

Iberian Peninsula, along the Mediterranean Sea, which comprises the

provinces of Alicante, Castellón and Valencia.

It has a total area of around 24,000 km2 and more than 5,100,000 inhabitants

In the coastal strip has an intense agricultural activity, especially the

cultivation of citrus, and also settles the majority of the population and

industrial and touristical activity

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Granada

Valencia

Madrid

Barcelona Duero

Tajo

Guadiana

Guadalquivir Segura

Júcar

Ebro

Galicia

Costa Norte I

Norte II

C.I.

Cataluña

Tinto, Odiel y

Piedras

Norte III C.I. Pais

Vasco

Hydrological Basin of

River Júcar

Hydrological Basin of

River Júcar

Castell ó n de la Plana

Valencia

Alicante

J ú car

Júcar

Serpis

Marina Alta

Marina

Baja

Turia

Palencia –

Los Valles

Mijares – Plana de

Castellón

Cenia -

Maestrazgo

Vinalopó -

Alacantí

Hydrological basin of the river Júcar

Seven exploitation systems

The majority of the territory of

the Valencia Community belong

to the hydrological basin of the

river Júcar

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About half of the water demand is satisfied by

groundwater that is extracted from coastal aquifers,

which has suffered in recent decades, serious problems

of overexplotation and the increasing salinization of

groundwater as a result of seawater intrusion and other

mechanisms

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The reuse of urban waste water is, from a few years ago, a

common practice to alleviate the shortage of irrigation water.

The current degree of reuse is:

• 53% in Alicante

• 32% in Valencia

• 5% in Castellón

The remaining wastewater is discharged into streams and, mostly,

to the sea through submarine outfalls.

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Agua dulce

Agua saladaINTERFASE

Upconing

Agua dulce

Agua saladaINTERFASE

UpconingFreshwater

Seawater

Overexploitation

Seawater intrusion is the movement of saline

water into freshwater aquifers. Most often, it is

caused by groundwater pumping from coastal

wells

Page 10: 006b NCWRM 2011 Morell_Spain
Page 11: 006b NCWRM 2011 Morell_Spain

Castell ó n de la Plana

Valencia

Alicante

J ú car

Júcar

Serpis

Marina Alta

Marina

Baja

Turia

Palencia –

Los Valles

Mijares – Plana de

Castellón

Cenia -

Maestrazgo

Vinalopó -

Alacantí

Work

areas

Work

areas

Oropesa -

Vinaroz

Oropesa -

Vinaroz

Valencia -

Sagunto

Valencia -

Sagunto

Gandía - DeniaGandía - Denia

AlicanteAlicante

CastellonCastellon

Page 12: 006b NCWRM 2011 Morell_Spain

Artificial recharge is the planned, human activity of

augmenting the amount of groundwater available through

works designed to increase the natural replenishment of

the aquifers, resulting in a corresponding increase in the

amount of groundwater available for abstraction

Pumping

well

Sea

Freshwater

Sea

Pumping

well Recharge

well

Saline water

Saline

water

Freshwater

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Regenerated water is

former wastewater that has been treated to

remove solids and certain impurities

and then used in sustainable landscaping

irrigation or to recharge groundwater aquifers

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WastewaterWastewaterTreated or

depurated

water

Treated or

depurated

water

Regenerated

water

Regenerated

water

To be returned to

environment or to

be used for

irrigation

To be reused in

artificial recharge or

to be use in

irrigation if high

vulnerability exists

Raw water, to

be depurated

Primary or

secondary

treatment

Tertiary or advanced

tertiary treatment

Page 15: 006b NCWRM 2011 Morell_Spain

• Is one of the overarching ideas of the regional

government for water management

• It is a relevant issue in the Hydrologic Plan of

Spanish government

• It is a suggestive scientific and technological

challenge

• From the ‘Neutrality Water’ point of view, is a fair

offset mechanism

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There are significant health restrictions

Urban wastewater, generally have

• high salinity

• high concentrations of some harmful ions (sodium, ammonium, chloride,

phosphate, boron ..)

• organic matter

• microorganisms

• and so-called Emerging Chemicals Contaminants, which are hundreds of

compounds in good part related to pharmaceuticals and personal care

(Protective, Care and Pharmaceutical Products), pesticides, drugs, food

additives and chemicals used in many different types of industry.

Page 17: 006b NCWRM 2011 Morell_Spain

Some advanced tertiary treatment could be needed

•Nitrification – denitrification

•Desalinization (ultrafiltration, reverse osmosis)

•Desinfection

•Removing some PPCP,s

The extension of the treatment depends on the groundwater quality in the

area where the recharge will be done

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If the objective is only stablish a hydraulic

barrier where very saline water exists, then,

conventional tertiary treatment and water-

soil-aquifer interaction is needed

Hydrodynamic

approach

Hydrogeochemical

approach

There are two extreme posibilities

If the recharge also pursue increasing the

water resources, then, exhaustive (and

expensive) treatments are required

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Our idea is work in the hydrodynamic approach, but

also apply efforts to investigate the fate of PPCP,s.

If more intensive treatment is required, the

economical factor could be critical

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Phase I

Phase II

Phase III

Pilot experience

Theoretical approach

Operating

phase

1 year

2 years

The Water Recovery Project is structured

in three phases well defined

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• State of the art

• Identify targets along the Valencia coastal areas

• Selection of pilot area

• Detailed geological and hydrogeological studies, including

geophysical prospection and piezometers building

• Design of recharge systems

• Monitoring plan

• Administrative licenses

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• Recharge systems building

• Hydrodynamic control

• Hydrogeochemical monitoring

• Mathematical simulation model

• Operation and maintenance guide

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• Management

• Maintenance

• Monitoring

Page 24: 006b NCWRM 2011 Morell_Spain

Thank you for your attention

[email protected]

I hope to show you next year the results of the

achievements obtained