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Final Design Presentation by Jackson Wylie 638578 for the subject Architecture Design Studio Ait Melbourne University
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STUDIO AIR: - ABPL30048 SEMESTER #1 JACKSON WYLIE 638578
PART C: DETAILED DESIGN PROPOSAL
RESEARCH FIELD
PARAMETRIC DESIGN FOCUS: SECTIONING & CONTOURING PRECEDENCE
BANQ RESTAURANT DRIFTWOOD PAVILLION
PART B: INITIAL
CONCEPT & SITE OF LITTER TRAPS FILTRATION
CONCEALING
ADAPTABILITY
CAPTURABILITY
STORM WATER OUTLET
SITUATED IN
LOCATION THAT
ACCUMULATES
LARGE
AMOUNTS OF
LITTER NATURALLY
CRITICISM,FEEDBACK
& NEW DIRECTION
WHY CONCEAL? LITTER NEEDS TO BE SEEN, TO EDUCATE THE PUBLIC
FORM FROM FUNCTION PRIMARY FOCUS SHOULD BE TO EFFECTIVELY TRAP LITTER, THE FORM SHOULD BE A PRODUCT
OF THE FUNCTION
FLEXIBILITY
SHOUILD BE FLEXIBLE TO REMAIN FUNCTIONAL IN ALL CONDITIONS
PART C: NEW CONCEPT POROSITY permit movement of fluid and small debris through the structure
ADAPTABILITY must be functional in a variety of environmental conditions
FILTRATION separate litter based on size
CAPTURABILITY must be able to hold litter for extended periods of time
FLEXIBILITY to prevent blockages must be flexible
BIO-PRECEDENCE FILTER FEEDING MARINE SPECIES to separate organic matter from water for digestion
OPTION 1 coral filter feeding through voronoi-like
pores
OPTION 2 gill filters of filter feeding sharks and fish
MACRO SCALE
GILLS
MICRO SCALE GILL FILAMENTS/LAMELLA
POROSITY MULTI DIRECTIONAL POROSITY
River water only flows downstream, so initially my design was only porous in one direction. Following
further studies of the location and general river systems I discovered that there is also water
movement in an adjacent direction. This is called run-off and it is the product of heavy rainfall
resulting in water running off the land and into the river system.
POROSITY FOR
NATURAL RIVER
FLOW
LATERAL POROSITY
FOR RUN-OFF
ADAPTABILITY
• diagram
WATER LEVEL DURING HIGH RAINFALL PERIOD
AVERAGE WATER LEVEL
THE CENTRAL POLES ARE THE ONLY PART OF THE LITTER CAPTURING STRUCTURE, THAT ARE FIXED TO THE GROUND. THE EVENLY SPACED HORIZONTAL SECTIONS ARE IN FACT BUOYANT
AND WILL SLIDE UP THE POLES WHEN THE WATER LEVEL IS HIGHER IN MERRI CREEK TO ENSURE THAT THE STRUCTURE PROTRUDES
PARTLY ABOVE THE SURFACE
FILTRATION
PLANKITVOROUS FISH closely spaced gill lamella
FISH THAT EATS MEDIUM SIZED PREY
moderately spaced gill lamella
FISH THAT EATS LARGE PREY
sparsely spaced lamella
3rd STAGE OF LITTER TRAP captures only the
smallest pieces of litter
and debris
2nd STAGE OF LITTER TRAP captures medium sized
litter
1st STAGE OF LITTER TRAP prevents passing of large
pieces of litter
CAPTURABILITY
The undulations in the
form of the litter trap provide spaces for the litter to be captured as they are unable to pass
through the spaces in the horizontal sections
The curved form directs the rubbish from the
centre of the creek to the banks where it can easily be collected by the merri
creek volunteers on a regular basis
WATER LEVEL
MAN MADE LAGOON FOR LITTER ACCUMULATION
BIRDS – EYE -VIEW
SECTION
FLEXIBILITY movement of each
horizontal section
prevents blockages in the
litter trap saving space for
more litter to be
captured
FINAL DESIGN
FINAL DESIGN
FINAL DESIGN
FINAL DESIGN
FINAL DESIGN