ZONE 1
ZONE 2
INTERSECTION
OF WATER RUNOFF AND SEA LEVEL APPROACH TO THE LAND
DEVELOPEMNT OF PATHWAYS
WATER RUNOFF POINT
SEA RECEDING LEVEL
ZONE 3
PATHWAY
WITH RESPECT TO THE INTERSECTION POINTS
SITE DEVELOPMENT
SITE DEPLOYMENT METHOD THE SITE PLAN IS DERIVED WITH RESPECT TO THE INTERSECTION POINTS OF THE WATE RRUNOFF AND THE SEA RECEDING LEVEL AFTER THE FLOOD. THE SEA RECEDING AND APPROACH HAPPENS IN A PERIOD OF WEEKS OR DAYS. THE DESIGN SUPPORTS THIS FLUCTUATION IN BUILDING THE UNITS TO FLOAT ABOVE SEA LEVEL.THE STRUCTURES REMAIN LANDED TO THE SITE ONCE THE SEA RECEEDS BACK. BELOW ARE THE STAGES OF THE SEA APPROACHING THE LAND.
ZONE 2
ZONE 1
ZONE 3
STAGES SHOWING SEA LEVEL RISING TOWARDS LAND FOR
A PERIOD OF TIME BEFORE RECEDING BACK
DECK DESIGN
DECK DESIGN
DECK DESIGN SEGMENTS OF DECK
CONSTRUCTION STAGES OF ONE TYPICAL DECK UNIT
STAGE 1 - APPROACH
STAGE 2 - DIALS CONSTRUCTION
STAGE 3 - DECKING
STAGE 4 - CLAMPING NETS
STAGE 5 - TENSILE INSTALLATION
STAGE 6 - COMPLETED UNIT
1. SPAWNING POOL 2. PRODUCTION POOL 3. HARVEST POOL 4. HATCHERY POOL 5. LARVAE POOL 6. RECREATIONAL POOL
2
3
2
3
5 6
4
5 4
1
1
EXPLODED VIEW OF ONE TYPICAL DECK UNIT
TENSILE ROOFING POLES FOR SUPPORT
WOODEN DECK
DECK SUPPORT AND STORAGE BRIDGE CONNECTING DIAL
FLOATING DIAL
CONNECTOR TO CONNECT WITH OTHER BRIDGES
MULTIUSE POD
CLAMPING NET
DOUBLE DECK BRIDGE
JOINING PLATE
EXPLODED VIEW OF DOUBLE DECK BRIDGE
VIEW 1 : A NEW HARBOUR FOR THE RESILIENT PODS
VIEW 2: MARSH LAND BASED PODS BEFORE FLOODING
VIEW 3 : INITIAL PRODUCTION OF OYESTER BEFORE BUILDING PODS
VIEWS AROUND ZONE 1
VIEW 1
VIEW 2
VIEW3
ZONE 1
SITE PLAN
DESIGN PROGRAM
OYESTER FARMING TIMELINE
HATCHERY
condition
JANUARY FEBRUARY 2 MONTHS
• ADULT OYESTER (PRIME) • HEAT: 200C
facilities REQUIRED
PROCESS
HEATING AND COOLING SYSTEM
• COOLDOWN ONCE SUMMER BEGINS
HEATING COOLING TANK OYSTER SIZE
SPAWN SIMULATION
MARCH APRIL MAY
&
REPRODUCTION
&
JUNE JULY AUGUST
• FLUSH WATER ON OYESTER AFTER 1 HOUR
SPAWN TANK
• 200C-300C
FLUPSY TANK
• STIMULATION : INTRODUCE GONAD
SPAWN TANK
SPAWN GROUND
2 BATCHES OF 3 MONTHS EACH
FERTILIZATION
LARVA GROWTH
SPAT GROWS INTO STRONGER SHELL
NURSERY HARVEST
MARKET
SEPTEMBER
2-7 MILLION 40 MICRONS
3-4 HOURS
OCTOBER NOVEMBER 14-20 DAYS
DECEMBER 48 HOURS
• ALGAE FEED • LARVA TANKS • MONITORING (REPEATED) • COLLECTION
• ALGAE FEED • LARVA ATTACHES TO THE SUBSTRATE • SETTING TANK : 48 HOURS
FLUPSY TANK
TANK
2-9 MILLION 250 MICRONS
LARVA TANK
SUBSTRAT SPAT TANK
9-31 MICRONS
1-3 YEARS MORE
• PLANT VESSEL • SAMPLE STUDIES
PLANT VESSELS SPAT VERTICAL RAFT CULTURE
AFTER 3 YEARS FOOD
1-3 INCH MAXIMUM
SUPPORTING UNIT DECK
HATCHERY POOL
SPAWNING POOL
LARVAE POOL
PRODUCTION POOL
HARVEST POOL
SPAWNING POOL • • • •
SPAWN POOL SPAWN PRODUCITON FISH FARM MARKET AND RECREADTION
PRODUCTION POOL • • • • • •
SPAT TANK ALGAE FEED PHYLOPHANKTON MESH NET MECHANISM SALINATION RESEARCH OF PRODUCTION SPAT
HARVEST POOL • FRESHWATER COLLECTION • NURSERY POOL • PLANT VESSEL • HABITAT GROWTH • SAMPLE STUDIES
POOL DETAILS
POOL TYPOLOGY POOLS VARY IN SIZES ESPECIALLY IN THEIR WIDTH AND DEPTH TO ACCOMODATE THE VARIOUS FACILITIES AND USES.
10m
RECREATIONAL POOL • PRIVATE PODS • RECREATIONAL ACTIVITIES • THERAPYAUTIC
HATCHERY AND LARVAE POOL • HATCHERY • CONTROLLED ENVIRONMENT SYSTEM
DETAIL A: BALE RINGS ARE A GOOD WAY TO CONTROL STRESSES IN FABRIC ROOF AT HIGH OR LOW POINTS
DETAIL B: MASTS (STEEL) USED TO HOLD UP THE FABRIC MEMBRANE AND CABLE ELEMENTS OF A FABRIC STRUCTURE WHICH IS FASTENED TO THE DECKWITH HINGED BAS PLATES.
ALTERENTIVE DETAIL OF SUSPENSION CABLE TO WITH HOLD THE SUPPORT AND THE TENSION FROM THE FABRIC
DETAIL C : THE FABRIC IS PULLED TOWARDS DECK WITH THE HELP OF A EYE CABLE LOOP OR PLATE THAT USED TO RELEASE FORCES AT STRESS POINTS.
DETAIL D : MOMENT RESISTING CABLE BASE PLAT TO PULL THE FABRIC AND ATTACH IT TO DECK.
DETAIL E: A SINGLE CABLE LOOP CAN REDUCE STRESSES, MUCH AS WITH THE BUTTERFLY FORM. SELDOM USED FOR PERMANENT STRCUTURES THAT MUST PROVIDE WATERPROOF SHELTER.
ALTERNATIVE CABLE END DETAILS
(SOURCE: Industrial Fabrics Association InternationaL)
TECHNICAL DETAILS
A
E C
B
D
WATER OUTLET
WATER INLET
FLOATING UPWELL SYSTEM UNDER WOODEN DECK WITH OPENABLE BOARDS FOR ACCESS
DECK SUSPENSION + WAVE ATTENUATION ENERGY PRODUCTION
HOLES FOR HOLDING THE NET
UNDERWATER OYESTER FARMING
SECTIONAL DETAIL OF THE POOL AND TEH DECK
HYPERBOLIC NET MEMBRANE
NET OPENED TO CREATE ON BOTTOM SHELL TECHNIQUE BECOMES LIKE A HYPERBOLIC STRUCTURE.
THE HYPERBOLIC STRUCTURE IS AN EXTENSION OF THE SEMI SPHERE NET WHICH IS OPENED OUT WHEN NEEDED.
BY WITHDRAWAL OF THE HYPERBOLA THE STRUCTURE BECOMES A DOUBLE WALL NET PROTECTING THE INTERMEDIATE OYESTER (AFTER INTERMEDIATE FULLY GROWN OYESTER HAS A STROONG SHELL CLAMPED TO THE NET.
THE STRUCTURE HAS ANOTHER MECHANISM WHICH ALLOWS THE NET STRUCTURE TO RAISE ABOVE THE WATER LEVEL TO REMOVE THE OYESTERS FOR HARVEST FROM THE CLAMP
TRANSITIONAL EFFECT OF THE NET
PHASE 1
PHASE DEVELOPMENT
PHASE 2
PHASE 3
CONCLUSION The new design approaches tend to be resilient with natures path.rather than adopting a fencing technique to withhold the forces of the natural orders an adaptable resilience of the same condition is the new habitat for living conditions.these flodd resisilient pods are start of new water based built environments.to learn and adapt to these methods overcoming the new challenges in floating condition could give a new dynamics to the nature of architecture solutions.