Ground installations for development - Qualification and checkout testing of the Apollo space vehicle.
Ground installations for development, qualification and checkout testing of Apollo space vehicle
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Ground installations for development, qualification and checkout testing of Apollo space vehicle
Aerothermodynamics for Apollo spacecraft design and results of flight tests
Apollo ranging code with phase locked loop for bit synchronization, plotting SNR vs error probability and acquisition time
Apollo lunar landing mission noting lunar geodetic, cartographic and topographic information deficiencies and correction programs
Reliability prediction, modeling and analysis activities in Apollo program
Apollo mission launch noise and physiological effects on crew
Operational capabilities of Saturn-Apollo space vehicle, discussing lunar missions
Design, construction and procedure changes in Apollo following fire of January 1967
Pointing control system /PCS/ for Apollo Telescope Mount /ATM/ for solar observations
Apollo gyro reliability covering Guidance, Navigation and Control systems, stressing failure mode prediction
Apollo Manned Spacecraft Program systems design requirements, emphasizing instrumentation system and Phase I spacecraft
Vapor phase decontamination for removing residual hypergolic propellants in Apollo propulsion system
Apollo-Saturn program automatic checkout systems, discussing ground support equipment facility automation, computer software and checkout technique applications to nuclear electronic systems
Man-machine design for Apollo spacecraft navigation, guidance and control systems
Mission planning for post-Apollo period including selection of lunar landing sites and definition of preferred scientific activity
Apollo historical perspectives, background to U.S. man on moon decision in mid-1961, rocket booster development and space mobility
Soils of the 62-cm deep Apollo 16 double drive tube 60013/14 are mature at the top and submature at the bottom. Modal analyses of 5529 grains from the 90-150 micrometers and the 500-1000 micrometers fractions from 12 levels of the core show that, in general, agglutinate abundance increases somewhat monotonically to the top and mimics the Is/FeO profile. There is a general decrease in the modal abundance of monomineralic fragments towards the top, suggesting that agglutinates were formed in part at the expense of monomineralic grains, especially feldspars, which are by far the most abundant mineral in these soils. In detail, the top 27 cm of the core differs from the bottom 21 cm, and the middle 14 cm is intermediate in its properties. In the upper segment, variations in the abundances of feldspars correspond with those of feldspathic fragmental breccias and cataclastic anorthosites; in the bottom segment, a similar but weak correspondence between feldspars and crystalline matrix breccias is observed. Mixing of the comminuted products of these three rock types likely produced the bulk of the core material. Many single feldspars in all size fractions are remarkably fresh, show no damage from shock, and are similar in appearance to the large feldspars in anorthosites and feldspathic fragmental breccias, which we consider to be the primary sources of single feldspars in this core. Major (Na, Al, Si, K, Ca) and minor (Fe, Ba) element analyses of 198 single feldspar grains indicate the presence of only one population of feldspars, which is consistent with our interpretation of feldspar provenance. Classification of 890 monomineralic feldspar, olivine, pyroxene, and glass spherules on the basis of the presence or absence of thin brownish coating--related to reworking at the surface--shows that coated grains are much more abundant in the top segment than in the bottom segment. A comparison with the mixing and maturation model (McKay et al., 1977) of soils in the core 60009/10, some 60 m away from 60013/14, shows that mixtures of an immature, nearly pure plagioclase soil (dominant in 60009/10) and another immature, crystalline breccia-rich soil (dominant in 60013/14) may have matured through in situ reworking to produce the soils under investigation. We conclude that the soils in this core are products of mixing along soil evolution Path 2 of McKay et al. (1974). Superimposed on that soil column is the reworking of the upper part, which has evolved more recently along Path 1. This core thus represents a consanguineous column of the lunar regolith with an upper reworked segment.
The Mid-Lift-to-Drag ratio Rigid Vehicle (MRV) is a candidate in the NASA multi-center effort to determine the most cost effective vehicle to deliver a large-mass payload to the surface of Mars for a human mission. Products of this effort include six-degree-of-freedom (6DoF) entry-to-descent trajectory performance studies for each candidate vehicle. These high fidelity analyses help determine the best guidance and control (G&C) strategies for a feasible, robust trajectory. This paper presents an analysis of the MRV's G&C design by applying common entry and descent associated uncertainties using a Fully Numerical Predictor-corrector Entry Guidance (FNPEG) and tunable Apollo powered descent guidance.