Design of a device to remove lunar dust from space suits for the proposed lunar base

The National Aeronautics and Space Administration plans to begin construction of a lunar base soon after the turn of the century. During the Apollo missions, lunar dust proved to be a problem because the dust adhered to all exposed material surfaces. Since lunar dust will be a problem during the establishment and operation of this base, the need exists for a device to remove the dust from space suits before the astronauts enter clean environments. The physical properties of lunar dust were characterized and energy methods for removing the dust were identified. Eight alternate designs were developed to remove the dust. The final design uses a brush and gas jet to remove the dust. The brush bristles are made from Kevlar fibers and the gas jet uses pressurized carbon dioxide from a portable tank. A throttling valve allows variable gas flow. Also, the tank is insulated with Kapton and electrically heated to prevent condensation of the carbon dioxide when the tank is exposed to the cold (- 240 F) lunar night

Proposed Remedies: Unstable Embankment at Mile Post 188 and Channel Erosion at Mile Post 190-191; I 64, Boyd County

The Department became aware of fill slippage on I 64 some 300 feet east of mile post 188 during the summer of 1967. In September of that year Mr. L. E. Richardson, Division of Maintenance, and Mr. Gordon D. Scott, Division of Research, made an inspection of the area. Mr. Scott reported cracking of shoulder, movement of the guard rail, and a failure in the berm along the toe. However, subsequent inspections showed the slip to be stabilizing by itself until late in 1970 when some additional movement was observed. In January of 1971, the most conspicuous pavement failure was located almost directly above the berm failure. It appeared that the berm failure may have affected the roadway failure; one crack was observed in the embankment surface about midway between the top of the eastern roadway shoulder and the top of the berm. The embankment slip appeared to have been triggered by deep erosion along the western margin of the fill and toe of the berm and extending from station 282+00 to station 285+50. The deeply eroded ditch was approximately 3 to 5 feet in depth and carried water from a median drain, station 282+00, and a 24-inch cross-drain at station 282+50

Geography and Giving: The Culture of Philanthropy in New England and the Nation

Looks at aggregate household wealth and income at the national level and for Massachusetts as a state, and analyzes levels of charitable giving in relation to household income

Assessment of Sediment Runoff from Natural Gas Well Development Sites.

Storm water sediment runoff from disturbed landscapes has the potential to impair aquatic environments. Small construction sites of 1-5 acres in the United States are currently regulated by the United States Environmental Protection Agency to minimize storm water runoff damages to the environment. Gas well construction sites are similar to other construction sites in how the landscape is altered, but are not similarly regulated. This study identified sediment runoff from gas well development sites by collecting it in traps and weirs, and by measuring sediment debris lobes. Sediment primarily consisted of silt and clay sized particles. Sediments from two gas well sites formed five debris lobes that ranged in size from 325 to 3,290 square feet. Sediment loadings estimated from the debris lobes averaged 57.1 tons per year/acre. Future studies should focus on further quantification of sediment movement off of gas well sites and identify effective erosion control methods

Rutting and Longitudinal Cracking and Temperature Cracking: A Case Study (US 23, Greenup County, MP 6.0 to 28.8)

US 23, Greenup County, Ashland-South Shore, developed rutting and transverse and longitudinal cracking. The pavement was about 14 years old and had served heavy trucks. Road Rater tests, crack surveys, and various inspections had been made prior to the fall of 1985. Inspection and a report by KTRP led to further evaluation, examination internally by trenching, and additional tests and surveys. This report combines pertinent facts and records. It includes recommendations for overlayment

Initiating the Development of a Draft Woody Depressional Wetland HGM Model for the Coastal Plain of Virginia.

This report encompasses the initial development of a WDW model up to the preliminary development stage and serves as an initial framework for a WDW model for the coastal plain of Virginia. These results can serve as a foundation for subsequent studies to complete the development of the model

Landing characteristics in waves of three dynamic models of flying boats

Powered models of three different flying boats were landed in oncoming waves of various heights and lengths. The effects of varying the trim at landing, the deceleration after landing, and the size of the waves were determined. Data are presented on the motions and accelerations obtained during landings in rough water

Excessive Beam Deflections on the KY-52 Bridge Over Dix River (Boyle-Garrard County Line)

Upon rehabilitation, beams and deck of the Ky 52 bridge over Dix River were observed to have excessive deflections. An investigation of the problem included field inspections, structural analyses, and interviews with relevant KYDOH and other personnel. Field measurements were made of the beam deflections. Those were compared to construction field measurements and dead-load calculations. The beam deflection problem is attributed to 1) a failure to provide for sufficient camber in the beams to accommodate for construction dead loads, and 2) pre-existing sags in the beams when placed prior to casting the deck. Part of the deck deflection problem can be attributed to a lack of provision for construction deflection in the top of slab elevations furnished to the contractor. However, cause of the remaining deck deflection was not determined

A Draft Regional Guidebook for Applying the Hydrogeomorphic Approach to Wet Hardwood Flats on Mineral Soils in the Coastal Plain of Virginia

The hydrogeomorphic (HGM) approach applies functional indices to the assessment of functions by comparing functions across a suite of reference sites that range from severely altered to unaltered. This Draft Regional Guidebook is the result of applying the HGM approach to Hardwood Mineral Flats in the coastal plain of Virginia. In developing the Draft Regional Guidebook, various models from Kentucky, Pennsylvania, and North Carolina, as well as, input from a workshop held in Wakefield, Virginia on May 13-14, 1998 were used to provide a template for model development. The workshop was attended by hydrologists, biogeochemists, soil scientists, wildlife biologists, and botanists from the public, private and academic sectors who have extensive knowledge of Hardwood Mineral Flats (Table 1 ). This Draft Regional Guidebook incorporates material from the Regional Guidebook for Applying the Hydrogeomorphic Approach to Wet Pine Flats on Mineral Soils in the Atlantic and Gulf Coastal Plains by Richard Rheinhardt, Martha Rheinhardt, and Mark Brinson (1999). Excerpted material includes the overview of the HGM approach and the hydrology section (since the approach utilized for pine flats is also appropriate for hardwood flats). Additional input was gained from the Draft Functional Assessment for Deciduous Mineral Flat Wetlands, Version 5 - 1999 by the Natural Resources Conservation Service staff. Valuable suggestions from end-users of other HGM guidebooks regarding the pros and cons of various sampling methods were considered and incorporated into this draft guidebook where possible. An attempt was made to incorporate data that is routinely collected as part of wetlands delineations to reduce duplication of field data and expedite the assessment procedure. The field sampling time for this assessment will depend on the size of the site, and the skill level and number of personnel. The sampling assessment protocol can be conducted by one person (though sampling of microtopography will require the use of a measured stake that can be installed temporarily in the ground). Two people can collect field data on a three- plot site in three to four hours