Intro to Geospatial Data Jon Jablonski February 26, 2002 For ASIS (&t) UW.
A Review Of Technical Requirements For Lunar Structures – Present...
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Transcript of A Review Of Technical Requirements For Lunar Structures – Present...
A Review Of Technical Requirements For Lunar
Structures – Present Status
September 22, 2005Alexander M. Jablonski1a, Kelly A. Ogden1b,2
1aResearch Manager, 1bSummer Student, Canadian Space Agency, 6767 route de l'Aéroport
Saint-Hubert, Québec J3Y 8Y92Student, University of Waterloo, 200 University Avenue West, Waterloo,
Ontario, N2L 3G1
Moon
Scientifically important
Natural first step in human exploration beyond earth
Currently not fully understood
Uses
Science (low gravity experiments, platform for astronomy, knowledge of creation of earth-moon system)
Resource utilization (3He, regolith)
Exploration
Scientifically important
Resource utilization (3He, regolith)
Natural first step in human exploration beyond earth
Recent interest in moon indicates need for future structures
Technical requirements due to environmental conditions, shape, location, and materials for each phase are reviewed
One – equipment support and shelter structures
Two – inhabitable shelters for science
Three – long term habitats for in-situ resource utilization
New classification based on purpose is presented with three phases of construction:
Lunar Construction Code should be developed
Introduction
First Russian missions (Luna, Zond), first American missions (Ranger) 1959 to 1965
Earth-based mapping of moon by telescope
Samples returned from crewed Apollo missions (1969 – 1972), and Luna 16 (1970)
Future structures –permanent use of moon for science, resources, and further exploration
First Russian missions (Luna, Zond), first American missions (Ranger) 1959 to 1965
Earth-based mapping of moon by telescope
Samples returned from crewed Apollo missions (1969 – 1972), and Luna missions (1970)
Future structures –permanent use of moon for science, resources, and further exploration
Moon: The Nearest Important Destination
Phase One
Support and shelter to scientific equipment, (e.g. LLMT)
Constructed entirely on earth, transported to moon
Automatically deployed, or set up by robots or humans (late in phase)
Protect equipment from dust, meteoroids, radiation, and provide structural support
Other important factors: temperature and fluctuation
Phase Two
First structures inhabited by humans
Allow scientists to stay on moon to conduct experiments, preparation for phase three
Inflatable structures, constructed on earth, few lunar resources used (regolith)
Up to ten people, several months
Additional conditions affecting design: gravity, pressure
Phases of Construction
Phases of Construction Continued
Phase Three
Semi-permanent lunar bases, constructed mainly from lunar resources, building on phase two structures
Continue science, develop ISRU, little dependence on earth
Same conditions as phase two, radiation more important
Phase One Phase Two Phase Three
Primary cause of unique lunar technical requirements is the environment
Conditions that affect lunar structural design are:
Temperature
Radiation
Atmosphere and Pressure
Meteoroids
Gravity
Length of the lunar day
Dust
Seismicity
Environmental Conditions
Temperature
Maximum temperature range is 280 K, temperatures are generally very cold
Importance is high
Affects all phases of construction
Technical Requirements: material must not be brittle above -233°C in permanently shadowed craters, -188°C at the equator, -85.5°C at mid-latitudes, and -63°C around the poles (all phases, at least during set up); insulation/shielding must be provided in phases two and three
Average Temperature 40 K -233°C 220 K -53°C 255 K -18°C 237.5 K -35.5°C
Thickness of Regolith Cover (m)
Variation Range Variation Range Variation Range Variation Range0.0 0 -233 +/- 10 -63 to -43 +/- 140 -158 to 122 +/- 50 -85.5 to 14.50.5 0 -233 +/- 3.9 -56.9 to -49.1 +/- 55.8 -73.8 to 37.8 +/- 19.6 -55.1 to -15.91.0 0 -233 +/- 1.2 -54.2 to -51.8 +/- 16.6 -34.6 to -1.4 +/- 5.8 -41.3 to -29.71.5 0 -233 +/- 0.5 -53.5 to -52.5 +/- 7.5 -25.5 to -10.5 +/- 2.7 -38.2 to -32.82.0 0 -233 +/- 0.3 -53.3 to -52.7 +/- 4.3 -22.3 to -13.7 +/- 1.5 -37.0 to -34.02.5 0 -233 +/- 0.2 -53.2 to -52.8 +/- 2.8 -20.8 to -15.2 +/- 1.0 -36.5 to -34.5
Monthly Variation and Range (°C)
Permanently Shadowed polar
craters Other Polar areas Equatorial zone Mid-latitudes
Radiation
Radiation Limits
Average dose on earth (all radiation) is 0.0036 Sv/yr; on moon (GCR only) 0.25 Sv/yr minimum (up to 0.9)
SEP events on moon, additionally up to 1000 Sv/event
No definitive limit; recommended limits are 0.5 Sv/yr (Space Studies Board 1996; NCRP 1989) or 0.05 Sv/yr (International Commission of Radiological Protection, for nuclear power plant workers)
Sources: Galactic Cosmic Rays (GCR) and Solar Energetic Particle (SEP) events
Degrades equipment (all phases); threat to human life (phases two and three)
Phase One: ion induced charge (electronics), extra noise (sensors), vacancies (materials), reduced output of solar panels; solution – redundancy, some shielding in materials of structure (radiation hardened materials), few cases may use regolith
Blood Forming Organs Eye Skin
Depth (cm) 5 0.3 0.0130 Days (Sv) 0.25 1.0 1.5Annual (Sv) 0.50 2.0 3.0Career (Sv) 1.0 to 4.0 4.0 6.0
Table from NCRP No. 98, 1989Recommended Ionizing Radiation Exposure
Limits For Flight Crews
Radiation Continued – Phases Two and Three
Significant shielding required: minimum 700 g/cm2
Regolith shielding (in-situ): thickness depends on density of regolith; ρ = 1.3 g/cm3 (min), regolith thickness = 5.4 m
Thin layer of shielding causes brehmsstrahlung radiation (initial collisions create high energy particles); more dangerous
Radiation Dose vs. Protection
0
0.02
0.04
0.06
0.08
0.1
0.12
0.14
0 100 200 300 400 500 600
Protection (g/cm2)
Do
se (
Sv)
GCR
1956 Solarflare
1960 SolarFlare
1972 SolarFlare
Phase Three
Dose should be as low as possible: minimum 1000 g/cm2, equal to the protection of the earth's atmosphere
Other possible methods include electromagnetic radiation shielding, use of lavatubes
Atmosphere and Pressure
Thin (almost non-existent) atmosphere contributes to severity of other conditions
No thermal insulation –increases temperature range
No radiation shielding provided
Does not burn up meteoroids
Structural requirements in phases two and three
Structure must be pressure vessel to sustain life (min 26 kPa, realistically much higher, inside)Increased tensile loads; somewhat countered by regolith but not entirely; also horizontal loads
Pressure caused by 5.4 m of regolith (ρ=1.3 g/cm3 to 1.75 g/cm3) is 11.4 to 15.9 kPa
Atmosphere and Pressure
Meteoroids
Hit with full velocity (no atmosphere) 13 – 18 km/s
Phase One: threat accepted due to low probability of impact, relatively insignificant consequences, lack of feasible solutions
Meteoroid Flux vs. Diameter
1.00E-121.00E-111.00E-101.00E-091.00E-081.00E-071.00E-061.00E-051.00E-041.00E-031.00E-021.00E-011.00E+001.00E+011.00E+021.00E+031.00E+041.00E+051.00E+061.00E+071.00E+081.00E+09
1.00
E-0
4
1.00
E-0
3
1.00
E-0
2
1.00
E-0
1
1.00
E+
00
1.00
E+
01
1.00
E+
02
8.00
E+
02Particle Diameter (cm)
Flu
x (i
mp
acts
/ km
^2/y
r)
(Lindsey,2003)(p.148, Eckart)
(p.256, Apollo16, Hawkins)(p.256, Apollo16, McCrosky)
Meteoroids - Phases Two and Three
Phases two and three: any puncture has significant consequences, so shielding must be provided
Fish-Summers Penetration Equation used to approximate effectiveness of regolith (equation not tested for this use; approximation must be further tested before results used)
Thickness assumed to be 5.4 m (minimum for radiation protection)
Will prevent penetration through spallation of particles of mass 37 kg or diameter 52 cm, reducing flux of particles that will penetrate to between 10-8 and 10-7
impacts/km2/yr (Lindsey, 2003; p. 148, Eckart, 1999)
6/1875.0352.0mmmtt vmkt ρ×××=
kAl = 0.57vm = 18 km/s (max v)ρm = 0.5 g/cm3
ρAl = 2.7 g/cm3
ρre = 1.3 g/cm3 (min ρ)kre = 1.18 (using tAl ρAl/ ρre= tre)
t = thickness of target (cm)k= constant for target materialm= mass (g)v= velocity (km/s)ρ= density (g/cm3)The subscript t stands for target, Al for aluminum, m for meteoroid, and re for regolith.
g = 1.62 m/s2 (1/6 g on earth)
Self-weight of structure relatively small compared to earth
Benefit in phase one
Phases two and three; will not greatly reduce net vertical tensile loads caused by internal pressure
Gravity
Lunar day is 29.53059 earth days
Contributes to thermal extremes, allowing more time to heat up and cool down
Structures must be able to withstand cold temperatures, at least during set-up (if covered with shielding later)
Missions can be timed to arrive before lunar noon, giving maximum time in warmest temperatures to set up
Length of Lunar Day
Dust
Materials must be abrasion resistant
Mechanical parts able to operate with grit
50% of particles between 20 and 100 µm
Photoelectric change in conductivity at sunrise and sunset cause particles to float in air, adhere to surfaces
Seismic energy released on moon much less than on earth: moon E = 1011 to 1015
ergs; earth E = 5*1024 ergs
Moonquakes usually of magnitude 1 to 2 on Richter scale
Maximum magnitude recorded on moon was 3 to 4 on Richter scale
Loads created are very small
Largest recorded seismic activity from meteoroid impacts rather than moonquakes
Seismic Activity
Materials
Must retain mechanical properties in lunar environment
Phase One
Resistant to radiation, abrasion, and temperature
Solid collapsible structures, inflatable structures, rigidizable inflatable structures
Rigidizable structures: low weight and volume when compact; do not depend on maintaining internal pressure
Phase Two
Same conditions, also must contain internal pressure
Inflatable to minimize weight and volume; must maintain internal pressure to sustain life
Multi-layered membrane including lining, bladder, restraint layer, insulation, and some meteoroid protection (Example TransHab)
Further testing must be done (vacuum, temperature)
Material Continued
Phase Three
In-situ resources to construct habitat, used further than just regolith shielding
Lunar concrete, sulphur-based concrete, cast basalt
Problems with concrete: must obtain water; water evaporates too quickly, weakens concrete
Solutions: build under construction dome or set concrete in other pressurized environment
Sulphur concrete: does not require water; uses less energy to manufacture; can be produced in cold environments
Cast basalt: basalt widely available on moon; also does not needs water; requires heat (directed sunlight)
All materials must be tested before use: one common drawback is lack of strength under tension
ShapePhase One: shape determined by instrument
Phase Two
Must allow practical use of space; maximize internal volume for minimal weight and volume when compact
Eliminate corners to avoid concentration of stresses
Most effective options are sphere, cylinder, and toroid shells
Phase Three: dome
Location
Phase One
Location determined by scientific goals of mission (e.g. South Pole Aitken Basin, far side astronomy)
Phase Two
Location still determined by scientific interests, also influenced by location of resources
Phase Three
Location determined by ideal base conditions; environmental conditions (radiation, temperature, meteoroids) minimized
Peaks of eternal light at the south pole
Lavatubes
Phase One
Determined by scientific goals of mission (e.g. South Pole Aitken Basin, far side astronomy)
Phase Two
Determined by scientific interests, also influenced by location of resources
Phase Three
May minimize some environmental conditions
Location
Peaks of Eternal Light
Almost constant sunlight results in smaller temperature range, almost constant solar power
Lavatubes
Ceiling would provide radiation, temperature, and meteoroid shielding (more than required 5.4 m), also during construction and maintenance
Five recent lunar missions (since 1976)
Hiten (ISAS, 1990)
Clementine (NASA, 1994)
AsiaSat 3/HGS 1 (China, 1997)
Lunar Prospector (NASA, 1998)
SMART 1 (ESA, 2003)
Recent Findings
Top: SMART 1
Left: Clementine
Clementine (NASA, 1994)
Mapping of lunar surface; showed variation of topography at poles, especially South Pole Aitken Basin and permanent dark areas that may contain ice water
Found mascons and irregularities in gravity
Small Missions for Advanced Research in Technology
Continue search for water, after Lunar Prospector's crash to the lunar surface did not find traces
Advances in geology, morphology, topography, mineralogy, and geochemistry of lunar surface
Mission extended by one year, from original six months (Now planned to finish Aug. 2006)
SMART 1 (ESA, 2003)
Planned missions include Lunar Reconnaissance Orbiter (LRO) (NASA), Trailblazer (US private mission), Lunar-A and SELENE (JAXA), Chang'e 1 (CAST), Chandrayaan-1 (ISRO), Baden-Württemberg 1 (Technical University of Stuttgart)
Planned missions include:
Trailblazer (US private mission, end of 2005)
Lunar-A and SELENE (JAXA, 2006) – SELENE will investigate chemical and mineralogical composition of the moon and tectonicsand geological history, helping to determine areas for in-situ investigation
Chang'e 1 (CAST, late 2007)
Chandrayaan-1 (ISRO, 2007-2008) – will study 3D topography of the moon and distribution of chemicals and elements, and produce chemical imaging of poles and chemical stratigraphy of the lunar crust; it is important in determining the location of structures in phases two and three
Lunar Reconnaissance Orbiter (LRO) (NASA, end of 2008)
Baden-Württemberg 1 (Technical University of Stuttgart, after 2008/09)
Planned Missions
Primary Objective: identify landing sites for future missions
Will also study radiation environment, topography, and resources in polar regions
Continue composition mapping
Relevant to all phases, particularly with respect to shielding
Lunar Reconnaissance Orbiter(LRO) (NASA, end of 2008)
Although further planning by the Lunar Strategic Roadmap Committee has been cancelled, the recommendations already produced will still be considered. Two of the four lunar exploration plans from the Lunar Strategic Roadmap Status Report from April, 2005, are of particular relevance to the proposed phases of construction, and the NASA plans from these are shown here.
from
Briefing to the ISS Strategic Roadmap CommitteeMike HawesSpace Operations Mission DirectorateApril, 2005
Technical Requirements and Importance
Condition Quantification Phase One Importance
Phase Two Importance
Phase Three Importance
Temperature Temperature range = 280 K High High HighRadiation Average dose = 0.25 Sv/yr Medium High HighAtmosphere/ Pressure
3 nPa (p.15, ISU, 2000) Medium High High
Meteoroids Micrometeoroids v = 13 to 18 km/s; for particle diameter = 1 cm or less (mass =
0.262 g), flux = 0.405 impacts/km2/yr
Low High High
Dust More than 50% of particles between 20 and 100 µm, (Toklu, 2000)
Medium Medium Medium
Length of Lunar Day Lunar day = 29.53059 earth days Low Medium Low
Gravity g =1.62 m/s2 - Low Low
Seismicity Maximum quake recorded 4 on Richter Scale, average 1-2
- - -
Recommendations
Strategic Recommendations
Develop Lunar Construction Code, to be updated annually
RecommendationsStrategic Recommendations
Develop Lunar Construction Code
Included in the code will be:
Mapping of the lunar surface and environmental conditions
A description of the technical requirements for lunar construction for each phase
Quantification of these requirements
Guidelines for lunar construction
The code should be updated annually with the findings from recent missions
Specific Recommendations
Phase One
Temperature and abrasion resistant, radiation hardened materials
Redundant electronics and solar panels
Phase Two
700 g/cm2 regolith for radiation shielding, also sufficient for temperature and meteoroids
Pressure vessel with minimum 26 kPa internal pressure, therefore no corners; shaped as sphere, cylinder, toroid
Multi-layered, including bladder, restraint layer, and inner liner
Phase Three
Provide more radiation protection, ideally 100 g/cm2
Alternative materials such as concrete and cast basalt, other possible shapes (dome) and other methods of radiation shielding (electromagnetic)
Phase One
Temperature and abrasion resistant, radiation hardened materials
Redundant electronics and solar panels
Phase Two
700 g/cm2 regolith for radiation shielding, also sufficient for temperature and meteoroids
Pressure vessel with minimum 26 kPa internal pressure, therefore no corners; shaped as sphere, cylinder, toroid
Specific Recommendations for Each Phase
Multi-layered, including bladder, restraint layer, and inner liner
Phase Three
Provide more radiation protection, ideally 1000 g/cm2
Alternative materials such as concrete and cast basalt, other possible shapes (dome) and other methods of radiation shielding (electromagnetic)
Additional Recommendations
Develop rigidizable pneumatic structures; resistant to temperature, radiation, and abrasion
Develop materials that are temperature and radiation resistant
Research vacuum multi-layered pressure vessels
Develop in-situ structural experiments with regolith shielding (first robotic missions)
Develop in-situ investigations of lunar soil (civil engineering applications) (first robotic, later manned missions)
Develop radiation shielding
Develop ground based experiments simulating lunar conditions (analogues)
Develop rigidizable pneumatic structures; resistant to temperature, radiation, and abrasion
Develop materials that are temperature and radiation resistant
Research vacuum multi-layered pressure vessels
Develop in-situ structural experiments with regolith shielding (first robotic missions)
Develop in-situ investigations of lunar soil (civil engineering applications) (first robotic, later manned missions)
Develop radiation shielding
Develop ground based experiments simulating lunar conditions
Additional Recommendations for Future Research