Chapultepec WWTP Reuse and aquifer recharge project...

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Chapultepec WWTP Reuse and aquifer recharge project for sustainable management of water resources in Mexico City ISMAR 9 June 2016 Alejandro Zuluaga Chapultepec WWTP: Reuse and Aquifer Recharge - ISMAR 9 - June 2016 1I

Transcript of Chapultepec WWTP Reuse and aquifer recharge project...

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Chapultepec WWTPReuse and aquifer recharge project for sustainable management of water resources in Mexico City

ISMAR 9June 2016

Alejandro Zuluaga

Chapultepec WWTP: Reuse and Aquifer Recharge - ISMAR 9 - June 20161 I

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Summary

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• Context: Water resources in Mexico City

• Chapultepec WWTP project• Objectives: Reuse and Aquifer Recharge• Water treatment Line• Technologies• Guarantees

• Aquifer recharge• Polishing treatment• Treatment line• Guarantees

• Conclusions

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Context: Water resources in Mexico City

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Context: Water resources in Mexico City

High percentage of the population and part of the economy of the region depends on the water resource

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Pressure on water resources on the Valley of Mexico was estimated at 136% in 2013 and 138% in 2014

Actual overexploitation of groundwater resources in the Valley of Mexico is estimated at 23 m3/s

Actual overexploitation of the aquifer of the metropolitan area of Mexico city is estimated at 3,5 m3/s

Around 75% of the 20 million inhabitants of the metropolitan area of Mexico city depend on groundwater resources

Around 11 m3/s in the Valley of Mexico are used for agriculture

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Chapultepec Wastewater Treatment Plant (WWTP)

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Chapultepec WWTP project: Objectives

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Increase water reuse in order to reduce water scarcity and preserve the forest of Chapultepec Satisfy water needs of the forest of Chapultepec (lakes of Chapultepec

and irrigation of the forest) Aquifer recharge

Improve water quality of the lakes

Improve water infrastructure

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Chapultepec WWTP: General scheme

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Chapultepec WWTP

Chapultepec LakesWastewater 2 Polishing

WTP

Irrigation Chapultepec

forest

Aquifer recharge (2x2 injection wells)

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Chapultepec WWTP: Location

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Chapultepec WWTP

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Chapultepec WWTP: Treatment line

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Pretreatment Biological reactor

Membrane Biological Reactor

Wastewater

UV Disinfection

Sludge Chapultepec Lakes

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Chapultepec WWTP: Features

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Carbonaceous and nutrient removal (N&P)

Odor treatment

Reduced footprint (no need of clarifier and sand filtration)

Excellent treated water quality (0,035 microns membrane cut off)

UV disinfection → No disinfection byproducts

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Chapultepec WWTP: Ultrafor™ technology

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Chapultepec WWTP: Ultrafor™ technology

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Physical barrier → constant water quality

0,035 microns membrane cut off Total removal of pollens, Yeasts

bacteria and smallest microorganism

Removal of most colloids, viruses and macro-organic molecules

Guarantee of sanitation

Small footprint

Automated operation

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Chapultepec WWTP: Treated water guarantees

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Parameters Process Guarantees

COD < 50 mg/l

BOD5 < 20 mg/l

TSS < 20 mg/l

N tot < 8,5 mg/l

P tot < 2 mg/l

Total coliforms < 240 / 100 ml

Fecal coliforms < 240 /100 ml

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Aquifer recharge

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Polishing treatment: 2 Water Treatment Plants

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Polishing treatment: Treatment line

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Pretreatment Ultrafiltration Membranes

Reverse Osmosis

Lakes

UV Disinfection

Injection wells

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Polishing treatment: Features

UF filtration for suspended solids and microorganisms removal

Reverse Osmosis for removal of organic compounds, pesticides and other components

UV disinfection to avoid any disinfection byproduct

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Polishing treatment: Treatment capacity

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Polishing treatment: Guarantees

Comply with NOM 014 - Requirements for artificial aquifer recharge with treated waste water

Total removal or inactivation of pathogen microorganisms

Comply with NOM 127, Drinking water parameters

TOC ≤ 1 mg/l

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Conclusions

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Conclusions

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Reuse and aquifer recharge are a solution for the water scarcity problem of the Valley of Mexico and the Metropolitan Area of Mexico City

Chapultepec WWTP is an example to follow for the sustainable management of the water resource

The technologies used allow to comply with the water quality requirements needed for a direct recharge of the aquifer and the stringent footprint requirements of the proyect