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Design
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Projects
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Spring
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2009
Agalteca
Agalteca is a community with 2160 people that distributes their water from a nearby river. A preliminary design was done for budgeting purposes and fundraising is currently being conducted.
Atima
Atima is a potential community with a population of 3300, or 550 homes. A design flow rate is being given of 270gal/min to account for estimated future demands. A preliminary design was created in order for the town to evaluate the budget.
Gracias
We are currently working on the Gracias design.
Ecuador Design
The Ecuador pilot plant was designed for a University professor. The plant was designed to have a flow rate of 3L/s. This pilot facility is designed to be viewed by other communities in the hope of encouraging the AguaClara technology as a water treatment option. This design will further allow research to be conducted by including redundant systems. Construction is set to begin in late May, without the assistance of our engineers in Honduras.
Fall 2008
Cuatro Comunidades
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h3. Agalteca Agalteca is a community with 2160 people that distributes their water from a nearby river. A preliminary design was done for budgeting purposes and fundraising is currently being conducted. * [Agalteca Detailed Design|Agalteca Design] * [Community Details and Construction|Agalteca] h3. Atima Atima is a potential community with a population of 3300, or 550 homes. A design flow rate is being given of 270gal/min to account for estimated future demands. A preliminary design was created in order for the town to evaluate the budget. * [Atima Detailed Design|Atima Design] h3. Gracias We are currently working on the Gracias design. * [Gracias Design] * [Community Details and Construction|Gracias] h3. Ecuador Design The Ecuador pilot plant was designed for a University professor. The plant was designed to have a flow rate of 3L/s. This pilot facility is designed to be viewed by other communities in the hope of encouraging the AguaClara technology as a water treatment option. This design will further allow research to be conducted by including redundant systems. Construction is set to begin in late May, without the assistance of our engineers in Honduras. * [Ecuador Final Design|Ecuador Design] h2. Fall 2008 h3. Cuatro Comunidades {float:left|border=2px solid black|width=200px} {anchor:tank}[!Plant Design Projects^4 com..jpg|width=200px!|Plant Design Projects^4 com..jpg] h6. Plant at Cuatro Comunidades {float} |
The
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Cuatro
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Comunidades
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plant
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is
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serving
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these
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4
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communities:
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Los
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Bayos,
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Rio
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Frio,
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Las
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Jaguas,
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and
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Aldea
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Bonito.
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By
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design,
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the
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plant
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is
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relatively
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smaller
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-
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the
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plant
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flow
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rate
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is
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100.4
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gal/min.
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However,
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this
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plant
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will
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be
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the
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first
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plant
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to
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include
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the
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sedimentation
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tank
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slopes
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(inlet
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triangular
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manifold),
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and
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exit
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channel,
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and
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a
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hoper
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for
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the
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floc
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blanket.
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Each
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sedimentation
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tank
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has
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2
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inlet
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slopes.
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Given
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the
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specific
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energy
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dissipation
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rate,
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velocities
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for
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the
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entrance
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channel,
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connections
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to
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the
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manifolds,
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and
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manifolds,
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are
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all
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constrained
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to
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not
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break
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up
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flocs
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and
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minimize
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the
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floc
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sedimentation.
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Single
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width
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sedimentation
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tanks
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were
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used
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for
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the
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design,
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and
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were
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made
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to
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be
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shallower
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than
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previous
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ones.
Details of the design can be found below.
Fall 2007
Tamara
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\\ \\ Details of the design can be found below. * [Cuatro Comunidades Detailed Design|Cuatro Communidades Design] * [Community Details and Construction|Cuatro Comunidades] h2. Fall 2007 h3. Tamara {float:left|border=2px solid black|width=200px} {anchor:Tamara}[!Photos of the Completed Tamara Plant^IMGP4809.JPG|width=200px!|Photos of the Completed Tamara Plant^IMGP4809.JPG] h6. Plant at Tamara {float} |
The
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plant
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in
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Tamara
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serves
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a
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population
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of
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3500
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just
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west
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of
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Tegucigalpa.
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The
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plant
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operates
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at
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a
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flow
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rate
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of
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738
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gallons
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per minute
Marcala
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minute \\ \\ * [Tamara Design|Tamara Design] * [Community Details and Construction|Tamara] h3. Marcala {float:left|border=2px solid black|width=200px} {anchor:Marcala}[!Marcala^Marcala inauguration.JPG|width=200px!|Marcala^Marcala inauguration.JPG] h6. Plant at Marcala {float} |
The
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plant
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in
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Marcala
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was
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built
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in
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partnership
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with
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Fred
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Stotlemeyer
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and
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NRWA.
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It
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was
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designed
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as
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a
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retrofit
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on
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an
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existing
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plant
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structure.
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The
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typical
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AguaClara
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layout
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was
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altered
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so
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that
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our
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design
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would
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fit
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in
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the
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existing
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tanks.
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At
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the
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time
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of
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completion
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in
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July
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2008
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Marcala
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was
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the
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largest
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plant
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designed
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by
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AguaClara;
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currently
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it
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has
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only
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been
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surpassed
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in
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size
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by
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the
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Gracias
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plant.
Spring 2006
Ojojona
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\\ \\ * [Marcala Design|Marcala Design] * [Community Details and Construction|Marcala] h2. Spring 2006 h3. Ojojona {float:left|border=2px solid black|width=200px} {anchor:ojojona}[!Plant Design Projects^ojojona.jpg|width=200px!|Plant Design Projects^ojojona.jpg] h6. Plant at Ojojona {float} |
The
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Ojojona
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plant
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serves
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a
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population
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of
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2000
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people
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at
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a
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flow
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rate
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of
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375
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L/min.
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The
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plant
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is
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one
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of
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the
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first
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to
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incorporate
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our
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current
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flocculator
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design--vertical
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versus
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horizontal
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flocculation.
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This
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plant
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also
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incorporates
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plate
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settlers
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in
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three
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sedimentation
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tanks.
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Fall 2004
La34
La 34 was the first plant constructed by the AguaClara team. It is the only plant that uses a horizontal flow flocculator technique.
Project Sites
A complete list of completed designs can be found on the Project Sites page. This page is maintained by students in Honduras working on the plants and supervising the construction. It provides a background of the site, as well as updates regarding construction and operation.
Design Modifications
As the AguaClara team continues to build plants and continues to learn more about the details of optimizing water treatment processes, changes are made to the design algorithms. For an outline of what significant changes we have made designs over the years check out the Design Modifications Page