2009 association for the study of the cuban economy conference karen kajder
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Conceptual Design of a Wastewater Treatment Plant for the Municipality of Cotorro , Province of Havana, CUBA. 2009 Association for the Study of the Cuban Economy Conference Karen Kajder University of Miami, BSENV, ‘09. Background on Cotorro wastewater system - PowerPoint PPT PresentationTRANSCRIPT
Conceptual Design of a Conceptual Design of a Wastewater Treatment Plant Wastewater Treatment Plant
for the Municipality of Cotorro, for the Municipality of Cotorro, Province of Havana,Province of Havana, CUBA CUBA
2009 Association for the Study of the Cuban Economy Conference
Karen KajderUniversity of Miami, BSENV, ‘09
OutlineOutline
Background on Cotorro wastewater system
Current wastewater system plans in Cotorro
Proposed solution to treat Cotorro’s wastewater
Cost Analysis Conclusion
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Almendares WatershedAlmendares Watershed
Almendares River provides water source for Havana
Sources of contamination
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CARIBBEAN SEA COJIMAR BAY
WASTEWATER TREATMENT SYSTEM
FACTORIES & PLANTSHOSPITAL
LEGEND
Cristal River Touristic Center
Baby Food Factory
Calle100Landfill
Building Material Factory
Plastics Factory
Metallurgy Plant
Drink Factory
Metal Smelter
Pump Replacement Parts Factory
Beer Factory
Paper MillTire
FactoryGas
Plant
Textile Factory
Beer Factory
IceFactory
Ice Cream Factory
Maria del Carmen WWTP
Puentes Grandes WWTP
ALMENDARES RIVER
Hospital
Hospital
CotorroWWTP
San Pedro Pump Station
Unknown Water Treatment Facility
Beer Factory
Unknown Factory
Unknown Factory
PASO SEQUITORESERVOIR
EJERCITO REBELDE RESERVOIRMARIA DEL
CARMEN TRIBUTARY
SAN FRANCISCOTRIBUTARY
VENTO-ALMENDARES WATERSHED BOUNDARY
TOWN OF COTORRO
TOWN OF CALABAZAR
CHORRERA COVE
PITIRRE RESERVOIR
HAVANA HARBOR
Unknown Factory
JIBAROTRIBUTARY
LA CATALINATRIBUTARY
GUADIANATRIBUTARY
Bird Slaughter
House
Background: Cotorro, CubaBackground: Cotorro, Cuba
Population: ~74,500Population connected to sewer collection
system: ~20,000Cotorro’s domestic wastewater is currently
being discharged into upper tributaries of the Almendares River- untreated
Vento Aquifer provides about 50% of the potable water for Havana
In-operable pump station: wiring and control panels need to be repaired
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Contour DetailsContour Details5
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Current Plan- funding provided by Current Plan- funding provided by Organization of Petroleum Organization of Petroleum Exporting Countries (OPEC)Exporting Countries (OPEC)
Build additional sewer collection linesRestore San Pedro pump stationConstruct holding tankConstruct wastewater treatment plant
Ultimate Goal Move water into the Cojimar Watershed
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Almendares WatershedAlmendares Watershed7
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Methods for Treating Domestic Methods for Treating Domestic WastewaterWastewater
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Design ProcessDesign Process
Protect Human Health◦Cost-effective◦Easy to use and maintain◦Incorporate local materials and practices◦Minimize environmental impacts
Advantages/Disadvantages of different unit processes
Technical AnalysisCost
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Three Project PhasesThree Project Phases
Phase I: Preliminary, Primary Treatment and Disinfection◦Grit Removal◦Settling Tanks (Clarifiers)◦Chlorine Gas◦Sludge Treatment
Phase II: Secondary treatment◦Trickling Filter◦Settling Tanks
Phase III: Tertiary Treatment- Nutrient Removal◦ Nitrogen and Phosphorus
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Site LayoutSite Layout11
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Effectiveness of the DesignEffectiveness of the Design
Population growth to 2025 (WHO)
◦82,500 people
Quality of wastewater assumed from EPA, UN, and Puerto Rico Aqueduct and Sewer Authority
With all treatment systems implemented, Class A quality status◦Rivers and reservoirs that are utilized as a
source of potable water for public use and/or industrial use for the processing of food
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Cost AnalysisCost Analysis
Look at how much each phase would costUse cost estimating tables and historical
knowledge from similar projects in the U.S.
Consider impact on Almendares and Cojimar watersheds
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DescriptionCumulative
Cost(U.S. $m)
Benefit to San Francisco and
Almendares Rivers
Benefit to Cojimar
RiverComments
No action (discharge without treatment to San Francisco River)
0Status quo: threat to drinking water and
ecologyN/A
Not acceptable. Cost of alternative water supply for Havana is very high.
Diversion to Cojimar River without
treatment
Electric and control panels: $330 K
Entire pump station: $2.3 M
Removal of public health threat downstream
Severe Impairment.
Threatens even Class “C” uses
Not acceptable
Phase 1:Diversion with
Primary Treatment
$26 Million($24 +$2.3)
Removal of public health threat
Impairment. May not meet Class “C” uses
Acceptability questionable
Phase 2:Diversion with
Secondary Treatment$44 Million(18+24+2.3)
Removal of public health threat
Allows Class “B” uses
Acceptable
Phase 3:Diversion with
Tertiary Treatment
$47 Million(3+18+24+2.3)
Removal of public health threat
Allows Class “A” uses
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**CITATION FOR TABLE****
ConclusionConclusion
The Almendares Watershed needs to be protected to safeguard human health
◦Implementation of three phases will bring wastewater quality up to the highest standards
◦Contamination of the environment will also be avoided- cleaner and more suitable resources for fishing or recreation and tourism
◦Further work should be done with economists to fully understand the impact on the region
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Questions?Questions?
Thank you!
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AcknowledgementsAcknowledgements
This presentation reflects the collective guidance and review comments from many individuals both within and outside the University of Miami (UM) Department of Civil, Architectural and Environmental Engineering. The UM senior class project team would like to specifically thank the following individuals and organizations for their valuable time in providing ideas and review comments:
University of Miami Department of Civil and Environmental Engineering:◦ Helena Solo-Gabriele, Ph.D., P.E.
CDM (Camp, Dresser & McKee Inc):◦ Armando Perez, P.E., PhD◦ Victor Pujals, P.E.◦ Stefan Haecker, P.E.◦ Ignacio L. Lizama, P.E.◦ Bruce Chalmers, P.E.◦ Layla Llewelyn, P.E.
Hazen and Sawyer:◦ Fernando Chiriboga, P.E.◦ Peter S. Robinson, P.E.◦ Jason Payge, P.E.
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