LIAM MAROSY-WEIDE DESIGN REALISATION STUDIO 2B
2
CONTENTS
1. PROJECT
PROJECT FORMULATION DESIGN DEVELOPMENT SITE DRAWINGS
2. DRAWINGS
PLAN OPENING SEQUENCE ELEVATIONS SECTIONS DETAILS ANCHOR SYSTEM REGULATION
3. CONSTRUCTION
ZONING SECTION CONSTRUCTION ASSEMBLY COMPONENT ASSEMBLY
4. PERFORMANCE
WIND ANALYSIS FEATURES MATERIAL STUDY ELECTRICTY USAGE
5. REFERENCES
3
DIVE HABITAT 01 - ASSIGNMENT
PROJECT FORMULATION WHO THE PRIMARY OCCUPANTS OF THE HABITAT WILL BE MARINE BIOLOGISTS WHO SEEK TO STUDY AND ANALYSE THE DIVERSITY OF MARINE LIFE AROUND THE ARTIFICIAL STRUCTURES INSTALLED AT THE BASE OF THE MONOPILES. THE BIOLOGISTS COULD INCLUDE ANY OF THE FOLLOWING - REPRESENTATIVES FROM THE DANISH NATURE AGENCY - RESEARCHERS FROM THE KATTEGATCENTRE, GRENAA (SUCH AS KARTSEN BJERRUM NIELSEN WHO UNDERTOOK CHECKS OF THE CONSTRUCTED REEF 1 YEAR AFTER INSTALLATION) - DTU - NATIONAL INSTITUE OF AQUATIC RESOURCES ( RESPONSIBLE FOR A REPORT OUTLINING THE EFFECT OF THE HORNS REV 1 OFFSHORE WIND FARM ON FISH COMMUNTITIES SEVEN YEARS AFTER CONSTRUCTION)
WHY WIND FARMS DRAW A LARGE FOCUS ON THEIR IMPACT TO THE NATURAL MARINE ENVIRONMENT. THIS JUSTIFIES THE NEED FOR A HABITAT OF THIS KIND AS IT ALLOWS RESEARCHERS TO STUDY THE POTENTIAL HARMFUL AND POSITIVE AFFECTS. THE PRIMARY DATA COLLECTION METHODS INCLUDE DIVING EXPLORATION, GILL NETTING (TO DETERMINE FISH POPULATIONS) AND MARINE FLORA SAMPLE COLLECTION. THIS TYPE OF HABITAT IS PARTICULARALY PERTINENT TO MARINE BIOLOGISTS AS THE POTENTIAL FOR GROWTH WITHIN THESE ARTIFICAL REEFS IS EXPECTED AND ALREADY EVIDENT: “HORNS REV IS SITUATED IN AN EXTREMELY TOUGH ENVIRONMENT WITH STRONG WAVE ACTION, WHICH MEANS FOR EXAMPLE THAT SEAWEED FORESTS, TOGETHER WITH THE SMALL FISH THAT LIVE IN THEM, CANNOT ESTABLISH THEMSELVES. WE WOULD THEREFORE EXPECT THE POSITIVE REEF EFFECTS TO BE EVEN GREATER STILL IN A PARK LOCATED FOR EXAMPLE IN THE MORE SHELTERED KATTEGAT”1 “IT IS VERY CLEAR THAT LARGE NUMBERS OF RESIDENTS HAVE ALREADY MOVED IN, AND MASSES OF SEAWEED HAVE ATTACHED THEMSELVES TO THE BOULDERS”. 2
WHAT THE PROJECT IS A FLOATING HABITAT AND DIVE PLATFORM ALLOWING LONGTERM ARTIFICIAL REEF STUDY AND ANLALYSIS. THE FUNCTION OF THE HABITAT IS TOO ALLOW A TEAM OF 2 RESEARCHERS TO LIVE ABOVE THE REEF FOR UP TO 1 WEEK. THIS WILL PROVIDE ACCESS FOR REPEATING AND LONGER-TERM DIVE SURVEYS TO BETTER ASSESS CHANGE OVER TIME AND IN SITU EXPERIEMENTS TO BETTER UNDERSTAND THE REEFS CHANGING ECOSYSTEM. “IN EVERY EXPLORATION SYSTEM, WE MUST REQUIRE THE SYSTEMS WE BUILD TO ADAPT TO THE HUMAN STANDARD RATHER THAN EXPECT THE HUMAN TO ADAPT TO THE MACHINE OR THE ENVIRONMENT.”3 THE HABITATS DESIGN WILL BE HYPER SPECIFIC TO THE NEEDS OF MARINE BIOLOGISTS, MAXIMISING USABLE SPACE WITH A PREDOMINANT DESIGN FOCUS ON ADABPTABILITY AND COMFORT. THE MATERIALITY AND STRUCTURE OF THE POD WILL ATTEMPT TO USE INNOVATIVE MATERIALS AND PROCESSES TO EXPLORE THE POTENTIALS OF CLIMATIC INFLUENCED DESIGN. I.E SMART MATERIALS WHICH RESPOND TO WEATHER CHANGES. THE DESIGN WILL BE INFLUENCED BY A NOMADIC CONCEPTION OF ARCHITECTURE IN THAT IT WILL SEEK TO BE “ADAPTABLE TO THE USER’S BASIC NEEDS, STEMMING FROM A SENSE OF PLAY, IMPLEMENTING SOPHISTICATED DESIGN”. THE HABITAT SEEKS TO BE EASILY TRANSPORTABLE BY ROAD OR SEA THROUGH ITS OPERABLE DESIGN WHICH ALSO WILL MINIMISE ITS STORAGE SIZE WHEN NOT IN USE.
WHY I AM FASCINATED AND INTRIGUED BY SMALL SCALE ARCHITECTURE IN HOSTILE ENVIRONMENTS. THE PARAMETERS AND CRITERIA FOR DESIGN ARE HIGHLY SPECIFIC TO CHANGING WEATHE CONDITIONS. IN THIS CASE IT IS A REQUIREMENT THAT THE HABITAT IS PORTABLE, WHICH DRAW PARTICULAR FOCUS TO STRENGTH, DURABILITY AND WEIGHT WHILST REMAINING COMFORTABLE AND USER FRIENDLY. THE HABITAT FACILITATES OBSERVATION AND OBSERVATION CREATES KNOWLEDGE, AS JACQUES COUSTEAU OBSERVES, “WHAT IS A SCIENTIST AFTER ALL? IT IS A CURIOUS MAN LOOKING THROUGH A KEYHOLE, THE KEYHOLE OF NATURE, TRYING TO KNOW WHAT’S GOING ON.” 4
4
DIVE HABITAT 01 - ASSIGNMENT
PROJECT FORMULATION WHERE THE RESEARCH HABITAT WILL BE CONNECTED VIA A SINGLE ELASTIC TETHER TO A RETROFITTED RUNNING TRACK ON THE TURBINE SHAFT 3M ABOVE THE SERVICE DECK. THE RUNNING TRACK ALLOWS THE HABITAT TO FREELY CIRCUMNAVIGATE THE TURBINE ACCORDING TO THE WIND DIRECTION. THE ARTIFICIAL REEFS HAVE BEEN CREATED IN SMALL CLUSTERS THROUGHOUT THE SITE. ACCORDINGLY THE SIMPLE ATTACHMENT TO THE TURBINE ALLOWS THE HABITAT TO MOVED TO EACH CLUSTER AS NECESSARY. THIS DEGREE OF MOBILITY PROVIDES “THE NOTION OF ‘GOING SOMEWHERE’ [WHICH] IS IMPORTANT TO THE HUMAN PSYCHE…BECAUSE IT SUGGESTS TO THE OCCUPANTS A SCALE AND VOLUME IN THEIR HABITAT THAT WOULD ABATE FEELINGS OF CONFINEMENT AND ISOLATION.”5
WHY I FIND IT HIGHLY INTERESTING TO APPROACH ARCHITECTURE FOR AN ENVIRONMENT WHICH HAS MINIMAL PRECEDENTS. IT PROVIDES A UNIQUE SET OF CHALLENGES AND NEW CRITERIAS WHICH WILL INFORM THE DESIGN PROCESS (I.E VARYING TEMPERATURE, VISIBILITY, OCEAN CURRENTS, MATERIAL DEGRADATION AND MODULAR CONSTRUCTION). BEYOND THESE FACTORS, SITUATING THE HABITAT BETWEEN THE TURBINES PROVIDES THE DIVERS WITH ACCESS TO A CLUSTER OF REEFS AT A TIME, MINIMISING MOVEMENT OF THE HABITAT UNNECESSARILY.
INITIAL CONCEPT VISUALISATION
5
DIVE HABITAT 01 - ASSIGNMENT
DESIGN DEVELOPMENT SEQUENCE DIAGRAMS
PROPOSAL A
PROPOSAL B
6
DIVE HABITAT 01 - ASSIGNMENT
SITE DRAWINGS
SITE SECTION
SITE PLAN INSTALLED ARTIFICAL REEF CLUSTERS HABITAT LOCATIONS
10km
7
DIVE HABITAT 02 - DRAWINGS
PLAN 1:20
0
1
2
3
4
655
250
C
B
A
A
180
815
180
420
180
575
200
575
1218
A
550
720
B
2184
B
8
1974
DIVE HABITAT 02 - DRAWINGS
HABITAT OPENING SEQUENCE
TRANSPORTATION AND STORAGE
CANOPY OPENING STAGE 1
CANOPY OPENING STAGE 2
CANOPY OPENING STAGE 3
CANOPY OPEN STAGE 4 WARM AND CALM CONDITIONS WHERE MAXIMUM LIGHT AND VENTILATION IS REQUIRED 9
DIVE HABITAT 02 - DRAWINGS
HABITAT OPENING SEQUENCE
FOLD DOWN AWNING STAGE 5
FOLD DOWN AWNING STAGE 6
FOLD DOWN AWNING STAGE 7 WINTER CONDITIONS WHERE WARMTH AND EXTREME WEATHER PROTECTION IS REQUIRED
10
DIVE HABITAT 02 - DRAWINGS
OPEN WALL ELEVATION
1
0
SIDE ELEVATION
A
3
4
1:50
B
BACK ELEVATION
2
C
C
1:50
B
FRONT ELEVATION 11
A
1:50
DIVE HABITAT 02 - DRAWINGS
CLOSED WALL ELEVATION
1
0
SIDE ELEVATION
A
2
3
4
1:50
B
C
1300
BACK ELEVATION
1:50
BACK ELEVATION FLAT PACK 12
1:50
DIVE HABITAT 02 - DRAWINGS
1500
415
2500
3190
SECTION AA 1:20
INFLATABLE
435
200
740
900
+RL 1273
1
DECK LEVEL +RL 673
673
SEA LEVEL VARIES
BOTTOM OF HULL RL 0
8900
0
1
2
13
3
4
DIVE HABITAT 02 - DRAWINGS
SECTION BB 1:20
B
C
435
925
305
2453
A
DECK LEVEL 1530
+RL 673 SEA LEVEL
BOTTOM OF HULL RL 0
2500
14
DIVE HABITAT 02 - DRAWINGS
DETAIL 1 WALL- ROLLER TRACK
115 10
48
50
5
22
10
72
81
24
ROLLER TRACK CONNECTION DETAIL 1:2
15
DIVE HABITAT 02 - DRAWINGS
DETAIL 2 WALL - PIN JOINT
125
125
50
75
4mm 316 GRADE S/S BRACKET WELDED TO GUNWALE
OPENING IN PLATE TO ALLOW REMOVAL OF BOLT FOR WALL DISASSEMBLY
PIN JOINT DETAIL 50
1:2
150X50X3mm 316 GRADE S/S RHS 4mm ALUMINIUM GUNWALE M10 316 GRADE S/S BOLT M10 316 GRADE S/S NUT WELDED TO BRACKET
100
120
x316 GRADE S/S BRACKET WELDED TO GUNWALE 5mm 316 GRADE S/S PLATE BASE RIB 3mm 316 GRADE S/S CUT CHS
55
40
5
44
PIN JOINT SECTION DETAIL 1:2 16
DIVE HABITAT 02 - DRAWINGS
DETAIL 3 MEMBRANE WALL CONNECTION
C
MEMBRANE WALL JAMB DETAIL
120
60
1:2
62
28
95
15
29
125
MEMBRANE WALL SILL DETAIL 1:2
17
DIVE HABITAT 02 - DRAWINGS
TURBINE ANCHOR SYSTEM
ROLLER TRACK ASSMEBLY
THE HABITAT IS TETHERED TO A MOUNTING BRACKET WHICH CONNECTS TO A ROLLER TRACK VIA 3 STAINLESS STEEL ROLLER WHEELS ENSURING THE HABITAT CAN CIRCUMNAVIGATE THE TURBINE WITH THE PREVAILING WINDS.
THE ROLLER TRACK IS ASSEMBLED IN 4 PARTS TO THE DIAMETER OF THE TURBINE SHAFT. THE ELEMENTS ARE BOLTED TOGETHER CLAMPING THE TRACK TO THE TURBINE. A 6MM RUBBER PAD LIES BETWEEN THE TRACK AND THE TURBINE WALL TO MAXIMISE FRICTION AND MINIMISE DAMAGE.
20
6
100
50
TETHER CONNECTION POINT
ROLLER TRACK PLAN DETAIL 1:5 60
50
140
60
60
100
100
100
8 60
ROLLER TRACK SECTION DETAIL 1:5 18
DIVE HABITAT 02 - DRAWINGS
TECHNICAL REGULATION
THE DANISH MARITIME AUTHORITY TECHNICAL REGULATION ISSUE NO. 2/ ORDER NO. 9651, SECTION 9. STATES THE MINIMUM DISTANCE BETWEEN THE TOP EDGE OF THE HULL AND THE SURFACE OF THE WATER SHALL BE A MINIMUM OF 500MM WHEN THE FLOATING DWELLING IS NOT LISTING. THE HABITATS BALLAST TANKS AT FULL CAPACITY WILL USE THIS 500MM AS THE STANDARD FLOATING LEVEL, HOWEVER IN THE EVENT OF WAVES AND UNCALM SEAS THE BALLAST TANKS CAN BE EMPTIED AND REPLACED WITH AIR TO INCREASE THE HEIGHT BETWEEN THE SURFACE OF THE WATER AND THE FREEBOARD, ENSURING THE 500MM REGULATION IS MET IN ANY EVENT.
FREEBOARD
500
+RL 888
SEA LEVEL
BOTTOM OF HULL RL 0
STERN SECTION THE BACK DECK IS CONSTRUCTED OF AN ALUMINIUM GRATE WITH A PITCHED TRAY BENEATH TO ALLOW ANY WATER WHICH PASSES OVER THE FREEBOARD TO BE DRAINED.
FREEBOARD
500
+RL 888
SEA LEVEL
BOTTOM OF HULL RL 0
STARBOARD SIDE SECTION THE INFLATABLES ON EITHER SIDE OF THE HABITAT CONTAIN AN UPWARD PITCH AND ARE 500MM HEIGHER THAN THE FREEBOARD TO ASSIST IN DEFLECTING WAVES.
19
DIVE HABITAT 03 - CONSTRUCTION
ZONING SECTION
BED
DINING
WORKING
KITCHEN
WC
DIVE
20
21
DIVE HABITAT 03 - CONSTRUCTION
CONSTRUCTION ASSEMBLY
WINDOWS + DOORS OUTER STRUCTURE + CLADDING PRIMARY STRUCTURE MEMBRANE WALL PROFILE MEMBRANE WALL INFLATABLE COMPONENTS SERVICES AND MECHANICAL COMPONENTS
22
23
C.01
F.01 F.02 F.02 F.02 F.02 F.03 F.04
D.01
D.02 D.02
C.02
K.02
K.01
K.03 W.06
W.01
W.02 T.01 W.07 W.05 W.03
T.02
B.01
R.08
R.07
R.02
R.01
R.03 R.04 R.05 R.06
W.04
B.03 P.01 P.03
P.04 PR.03 PR.04 PR.05
P.02
PR.02
P.05
PR.01 24
B.04
B.09
B.08
B.05
B.02
B.07
B.06
DIVE HABITAT 03 - CONSTRUCTION
CENTRAL WALL COMPONENT ASSEMBLY
Element Group
Element No.
Element
Material
Cladding Wall
C.01
Outer Wall
Compocel® HP Sandwich Panel 2000x2375mm
20mm
C.02
Interior Wall
Compocel® HP Sandwich Panel 2000x2375mm
20mm
F.01
Top Plate
316 S/S Plate
2000x200mm
5mm
F.02
Columns
S/S RHS
150x50x2350mm
3mm
F.03
Beam
S/S RHS
150x50x2000mm
3mm
F.04
Stud
S/S RHS
150x50x775mm
3mm
D.01
Door
Compocel® VP Sandwich Panel 2000x715mm
25mm
D.02
Jamb
Compocel® VP Sandwich Panel 2000x150mm
25mm
K.01
Cavity Wall
Compocel® HP Sandwich Panel 1520x425mm
10mm
K.02
Shelves
Compocel® HP Sandwich Panel 425x115mm
10mm
K.03
Fixing
316 S/S Angle
3mm
T.01
Work Bench
Compocel® HP Sandwich Panel 625x600mm
25mm
T.02
Kitchen Bench
Compocel® HP Sandwich Panel 1500x480
25mm
W.01
Top/Bottom Plate
Compocel® HP Sandwich Panel 600x150mm
12mm
W.02
Fascia Panel
Compocel® HP Sandwich Panel 600x185mm
12mm
W.03
Side Panels
Compocel® HP Sandwich Panel 600x430mm
12mm
W.04
Soffit
Compocel® HP Sandwich Panel 600x60mm
12mm
W.05
Window Jamb
Aluminium Profile
2mm
W.06
Glazing
Double Laminate Low-e Glazing 580x415mm
4mm
W.07
Fixing
316 S/S Angle
40x40
3mm
R.01
Track
316 S/S RHS
2540x80x60mm
4mm
R.02
Flange
316 S/S Plate
Custom
10mm
R.03
Nut
316 S/S Nut
-
M10
R.04
Bolt
316 S/S Bolt
75mm
M10
R.05
Spacer
Aluminium Tube
ø16mm
2mm
R.06
Washer
316 S/S Washer
O.D ø 20mm
2mm
R.07
Ball Bearing
316 S/S Ball Bearing
ø32
10mm
R.08
Wheel
Polyeurethane Wheel
ø72mm
48mm
B.01
Circular pofile
316 S/S CHS cut
2000x200mm
3mm
B.02
Base Plate
316 S/S Plate
2000x200mm
2mm
B.03
Structural Ribs
316 S/S Plate
-
4mm
B.04
Rib + Flange
316 S/S Plate
-
4mm
B.05
Strucural Plate
316 S/S Plate
200x15mm
4mm
B.06
Brace Plate
316 S/S Plate
150x118mm
4mm
B.07
Washer
316 S/S Washer
O.D ø20mm
2mm
B.08
Nut
316 S/S Nut
M10
M10
B.09
Bolt
316 S/S Bolt
80mm
M10
P.01
Shower Pipe
Polyester PVC Hose
ø10mm
2mm
P.02
Tap Pipe
Polyester PVC Hose
ø10mm
Exterior Walls
P.03
Collapsible Drain Pipe Plastic
ø50x750mm
1mm
P.04
Collapsible Sink
Plastic
-
2mm
P.05
Fixtures
-
-
-
PR.01
Pneumatic Ram
Aluminium
1500mm extension
ø18mm
PR.02
Flange
316 S/S Flange
-
8mm
PR.03
Pin
316 S/S Clevis Pin
35mm
Exterior Walls
PR.04
Washer
316 S/S Washer
O.D ø20mm
2mm
PR.05
Split Pin
316 S/S Split pin
-
2mm
Structural Frame
Door Kitchen
Tables Window
Roller Track
Structural Base
Plumbing Fixtures
Pneumatic Ram
25
Dimension
40x40mm
40x20mm
Thickness
DIVE HABITAT 04 - PERFORMANCE
WIND
N
W
E
S
TAPERED FORM
AVERAGE WIND DIRECTION
THE ROOFS PROFILE BULGES IN ITS CENTRE TO ACT AS A REVERSE KEEL, DRIVING THE WIND INTO THE CHANNEL WHICH ADJUSTS THE HABITATS ORIENTATION INTO THE PREVAILING WIND.
THE AVERAGE WIND DIRECTION IN THE ANHOLT AREA IS FROM A WEST TO SOUTH WEST DIRECTION.
HARNESSING THE WIND THE HABITAT’S ORIENTATION HAS BEEN DESIGNED TO FACE INTO THE WIND, USING THE WINDS DRIVING FORCE TO ENSURE IT MAINTAINS THIS ORIENTATION AT ALL TIMES. TO IMPROVE AERODYNAMICS THE FORM IS TAPERED TO REDUCE DRAG AND SUBSEQUENT DAMAGE. THE NOSE IS KEPT FLAT TO CATCH THE MINIMUM AMOUNT OF WIND REQUIRED TO ENSURE TENSION IS MAINTAINED IN THE TETHER LINE.
SITE PLAN 1:100
26
DIVE HABITAT 04 - PERFORMANCE
HABITAT PERFORMANCE FEATURES CLIMATE CONTROL ZONES
Dry Zone
Intermediary Zone
Wet Zone
THE HABITAT IS BROKEN INTO THREE PRIMARY ZONES BASED ON INDIVIDUAL PROGRAMMES. THE DRY ZONE AT THE BOW CONTAINS ALL LIVING FACILITIES WHERE A WARM DRY ENVIRONMENT IS REQUIRED. THE INTERMEDIARY ZONE CONTAINS THE BATHROOM SERVICES AND WET WORK STATION, FOR ANALYSIS AND STUDY OF SAMPLES AFTER A DIVE. THIS ZONE CAN BE ENCLOSED BY THE DROP DOWN ROOF ELEMENT IN COLDER MONTHS OR BAD WEATHER. THE WET ZONE CONTAINS THE DIVE AREA AND IS THE ENTRANCE TO THE HABITAT. THIS AREA IS OPEN TO THE ELEMENTS AT ALL TIMES.
LIGHTING EACH ZONE HAS ACCESS TO NATURAL LIGHT VIA SKYLIGHTS. THE MEMBRANE WALL HAS ALSO BEEN DESIGNED TO ALLOW AS MUCH DIFFUSE LIGHT INTO THE HABITAT.
VENTILATION THE HABITAT’S ORIENTATION HAS BEEN DESIGNED TO FACE INTO THE WIND, USING THE WINDS DRIVING FORCE TO ENSURE IT MAINTAINS THIS ORIENTATION AT ALL TIMES. UTILISING THIS, VENTIULATION DUCTS HAVE BEEN INSTALLED IN THE ROOF WITH OPENINGS ABOVE THE KITCHEN AND DINING AREAS. THE DURING WARMER MONTHS WHEN THE BACK ROOF IS UP THIS WILL ALLOW CROSS VENTILATION TO COOL THE SPACE AND EXPEL STAGNANT AIR. WHILST ALSO VENTILATING THE ‘DRY’ ZONE IN COLDER MONTHS WHEN THE BACK ROOF IS DOWN. CROSS VENTILATION CAN STILL OCCUR THROUGH THE DOOR HATCH BUILT INTO THE FOLD DOWN ROOF ELEMENT.
RAIN / SNOW RUNOFF DUE TO THE HABITATS PITCHED ROOF FORM, RAIN IS ALLOWED TO RUN OFF BACK INTO THE OCEAN, ELIMINATING THE POSSIBILITY FOR POOLING AND FUTURE DEGRADATION. THE SIDE FREEBOARD ALSO HAS PITCH OF 2 DEGREES TO ALLOW RUN OFF. THE BACK DECK IS CONSTRUCTED OF AN ALUMINIUM GRATE WITH A PITCHED TRAY OF 2 DEGREES BENEATH. RAIN RUN OFF WHEN THE ROOF ELEMENT IS DOWN WILL BE COLLECTED IN THE TRAY AND DRAINED THROUGH THE HULLS STERN.
27
DIVE HABITAT 04 - PERFORMANCE
MEMBRANE WALL MATERIAL STUDY
Mo
istu re
Dif fu
se
Lig ht
He at
Water/Wind Repellent
INNER MEMBRANE
INSULATION
OUTER MEMBRANE
VAPEX™
SPACELOFT® AEROGEL
DYNEEMA® COMPOSITE FABRIC (FORMERLY CUBEN FIBER)
-MONOLITHIC MEMBRANE OF HYDROPHILIC POLYURETHANE.
- COMPOSITE BLANKET DESIGNED FOR INSULATING BUILDINGS AND APPAREL.
- POLYMER STRUCTURE ENGINEERED TO ALLOW SINGLE MOLECULES OF WATER-VAPOR TO PASS THROUGH (MOISTURE WICKING)
- ULTRALIGHTWEIGHT FABRIC MADE OF FLEXIBLE NON0WOVEN COMPOSITE LAMINATES RE-INFORCED WITH DYNEEMA FIBRES.
- THERMAL CONDUCTIVITY OF 14MW
- EXTERIOR SURFACE MAINTAINS MOISTURE BLOCKING PROPERTIES.
https://ripstopbytheroll.com/products/0-51-oz-cuben-fiber
-15X STRONGER THAN STEEL - APPROX 2.5 TIMES MORE EFFICIENT INSULATOR THAN STYROFOAM.
- MOISTURE WICKING
- LIGHT
- 100% WATERPROOF
- FLEXIBLE, ALLOWING CONSISTENT STRETCHING AND FOLDING.
-SEMI TRANSPARENT ALLOWING LIGHT TO PENETRATE.
http://www.textileweb.com/doc/vapex-0001
http://www.buyaerogel.com/product/spaceloft-5mm-cut-to-size/
28
DIVE HABITAT 04 - PERFORMANCE
No. hours appliance is on Sept - March (6hours)
Amp Hours (Ah) required 03-09
Amp Hours (Ah) required 09-03
Power / 12
No. hours appliance is on March - Sept (12hours)
APPLIANCE
Current drawn
Power rating in watts (W)
HABITAT ELECTRICITY USAGE ESTIMATE
Current x Hours
Current x Hours
Power x Hours
Power x Hours
Research Laptop x 2 Mobile Charger x2 Wifi Router DSLR Charger Fish Finder Dry Work Light 1x LED Wet Work Light 2x LED Micro Centrifuge
140 48 9 80 500 1 2 550
11.7 4 0.8 6.7 41.7 0.1 0.2 45.8
3 1 13 2 12 2 2 0.5
6 1 13 2 6 7 7 0.5
35 4 9.8 13.3 500 0.2 0.3 22.9
70 4 9.8 13.3 250 0.6 1.2 22.9
Living 10ltr Water Heater Bed 1 x LED Dining 1 x LED Corridor 1 x LED Bathroom 2 x LED
900 1 1 1 2
75 0.1 0.1 0.1 0.2
0.2 0.5 2 2 0.5
0.5 1 2 7 1
15 0 0.2 0.2 0.1
37.5 0.1 0.2 0.6 0.2
Kitchen Stove Plate Kettle Kitchen 2 x LED Sink/ Shower Pump 4 x LED light
1200 1800 2 55 4
100 150 0.2 4.6 0.3
0.5 0.2 0.5 0.2 0.5
0.5 0.2 0.2 0.2 0.5
50 30 0.1 0.9 0.2
50 30 0 0.9 0.2
TOTAL
682.1 ah
491.04 ah
150 W Panel
8.184 K/WH
5.892 K/WH
(solar rating x Hours) Battery Voltage
=
Summer
= 2 x 100w Solar Panels
Winter
= 4 x 100w Solar Panels
ah Stored
4 x 100W Semi Felixble Solar Panel Length Width Thickness
41.4” (1050 mm) 21.3” (540 mm) 0.118” (3 mm)
Reference http://www.campingandcaravanningclub.co.uk/helpandadvice/technicalhelp/power/solar-power/ https://www.emarineinc.com/100W-Semi-Flexible-Solar-Panel 29
REFERENCES 1. LEONHARD, S.B., STENBERG, C. & STØTTRUP, J. (EDS.) 2011. EFFECT OF THE HORNS REV 1 OFFSHORE WIND FARM ON FISH COMMUNITIES. FOLLOW UP SEVEN YEARS AFTER CONSTRUCTION. DTU AQUA, ORBICON, DHI, NATURFOCUS. 2. DONG ENERGY CORPORATE, ANHOLT OFFSHORE WIND FARM 2014. HTTPS://WWW.YOUTUBE.COM/ WATCH?V=FIMC58I5VE8, 3. DENNIS CHAMBERLAND, UNDERSEA COLONIES: THE FUTURE OF PERMANENT UNDERSEA SETTLEMENT, (QUANTUM EDITIONS, 2007), 5. 4. COUSTEAU, J,Y, HTTP://WWW.AZQUOTES.COM/AUTHOR/3342-JACQUES_YVES_COUSTEAU 5. ANGEL MARIE SEGUIN, “ENG§§AGING SPACE: EXTRATERRESTRIAL ARCHITECTURE AND THE HUMAN PSYCHE,” ACTA ASTRONAUTICA, 56 (2005): 980-995, 988. IMAGES HTTPS://AQUARIUS.FIU.EDU HTTP://MBALEGACYCONTENT.S3-EXTERNAL-3.AMAZONAWS.COM/FILES/TOMS_IMAGES/TOM_NEWS_2/TOM_NEWS_6/ DIVE_WITH_MARINE_BIOLOGIST.JPG HTTP://CDN.HOMEDIT.COM/WP-CONTENT/UPLOADS/2014/02/EXBURY-EGG-STEPHEN-TURNER.JPG HTTPS://CLIMATEECOLOGY.FILES.WORDPRESS.COM/2013/11/GOPR0009.JPG HTTPS://UPLOAD.WIKIMEDIA.ORG/WIKIPEDIA/COMMONS/5/54/SHERINGHAM_SHOAL_WIND_FARM_2012.JPG HTTPS://RIPSTOPBYTHEROLL.COM/PRODUCTS/0-51-OZ-CUBEN-FIBER HTTP://WWW.TEXTILEWEB.COM/DOC/VAPEX-0001
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