102 research outputs found

    Being in the World: George Bornstein’s Legacy

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    A Gender Comparison of Economists' Publications

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    An ordered probit model is used to examine the impact of gender and the quality of the PhD g ranting in stitution o n the publication r ecord of m ale an d f emale economists who received t heir doctorate i n 1985. This analysis indicates th at men an d women have different publ ication pa tterns regardless of where t hey r eceived t heir P hD and t hat the quality of t he P hD granting institution has n o m easurable effect o n an individual's publication record.gender, ordered probit model, journal publications

    Seasonal Sediment Migration and Sediment Dynamics on Sandy Point Beach, San Salvador Island, Bahamas

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    A study of the dynamics of Sandy Point Beach along the southwestern corner of San Salvador Island over an eighteen-month period, beginning in June, 1990, has revealed that two seasonal phases of sediment transport are operative. Based primarily on analyses of the grain-size parameters of sand samples collected from the beach in June, 1990, a northerly direction of sediment transport was detected. This is herein termed the Spring/Summer phase of transport, and it results from the energy of waves generated by the prevailing easterly trade winds. Continued profiling of the beach in December, 1990, and January, 1992, revealed that a strong southerly transport direction is dominant during the fall/winter months.The energy for this phase of sediment transport comes from northwesterly storms. It appears that during such events, large amounts of sediment can be moved rapidly toward the southern end of the beach

    A quantified approach to the functional longevity of Geosynthetic Rolled Erosion Control Products (GRECPS)

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    Geosynthetic Rolled Erosion Control Products (GRECPs) have been utilized for decades in a multitude of applications to mitigate erosion resulting from land disturbance in civil construction projects. GRECPs vary from one type to another, ranging in performance and design life due to their composition and intended purpose. The coverage and durability of the GRECP are fundamental properties that can predict performance and fitness for use. Both coverage and durability will degrade over the design life of the GRECP to the point that fitness for use is unacceptable for the intended application. A standard approach is needed to quantify this material degradation over time. Through this analysis, the degradation of the GRECP’s durability and coverage is predicted over time, field validated, and compared to their respective functional thresholds. The time at which the GRECP’s durability or coverage reduces below the established functional thresholds is known as the GRECP’s functional longevity

    A Gender Comparison Of Economists’ Publications

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    An ordered probit model is used to examine the impact of gender and the quality of the PhD granting institution on the publication record of m ale and female economists who received t heir doctorate i n 1985.  This analysis indicates th at men an d women have different publ ication pa tterns regardless of where t hey r eceived t heir P hD and t hat the quality of t he P hD granting institution has n o m easurable effect o n an individual’s publication record

    Failure to obtain adequate anaesthesia associated with a bifid mandibular canal: a case report

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    The document attached has been archived with permission from the Australian Dental Association. An external link to the publisher’s copy is included.The inferior alveolar nerve (IAN) block is the most common method for obtaining mandibular anaesthesia in dental practice but it is estimated to have a success rate of only 80 to 85 per cent. Causes of failure include problems with operator technique and anatomical variation between individuals. This case report involves a patient who received IAN blocks on two separate occasions that resulted in only partial anaesthesia of the ipsilateral side of the mandible. Radiographic assessment disclosed the presence of bifid mandibular canals that were present bilaterally and that may have affected the outcomes of the local anaesthetic procedures. Previous studies of bifid mandibular canals are reviewed and suggestions provided that should enable clinicians to differentially diagnose, and then manage, cases where IAN blocks result in inadequate mandibular anaesthesia.K Lew, G Townsen

    Increasing the Resilience and Improving the Environmental Performance of Earthen Flood Defense Structures with High Performance Turf Reinforcement Mat Reinforced Vegetation

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    Adding resilience to earthen flood defense structures, such as dams and levees, is critical to future risk mitigation as building higher and stronger structures to prevent overtopping waves, storm surge, and flood waters becomes more prohibitive. To add resilience riprap, articulated concrete blocks, concrete slope paving, and other traditional hard armor solutions are often used typically at a great cost to the owner and the environment. The United States Army Corps of Engineers (USACE) sought to mitigate these costs when selecting an armoring system for the earthen levees in the 214 km (133 miles) of the Hurricane & Storm Damage Risk Reduction System for southeast Louisiana. The USACE armoring focus turned to High Performance Turf Reinforcement Mats (HPTRMs) after a levee armored with vegetation reinforced by this synthetic mat in Lafitte, Louisiana survived the storm surge and wave overtopping produced during Hurricane Ike in 2008. This success encouraged the USACE to begin a 10 year intensive research program to determine the hydraulic performance threshold, cost effectiveness, and long-term durability of vegetation reinforced by a HPTRM for adding resilience to the re-built levee system destroyed by Hurricane Katrina. Research at the Hydraulics Laboratory of Colorado State University has established the HPTRM reinforced vegetation performance in both outdoor flume testing and in the world’s largest, full scale Wave Overtopping Simulator. As a result of this research, this paper will focus on using hydraulic data to reposition HPTRMs as a suitable alternative to traditional hard erosion control solutions and explain the importance of key material properties when comparing different HPTRMs. This paper will show that HPTRMs with a more closed structure and a smaller percent vegetation establishment perform better than the more open HPTRMs with a higher percentage of vegetation establishment. More research is required to determine specific design guidelines for correlating percent HPTRM openness to vegetation densities in different soil types as it relates to hydraulic performance. Even with low vegetation densities, HPTRM reinforced vegetation provides improved environmental outcomes and lower carbon emissions when compared to traditional hard armor solutions. Countries around the world may benefit greatly from investing in HPTRM reinforced vegetation to provide resilience on earthen flood defenses as an alternate to traditional hard armor systems that are more expensive, less aesthetically pleasing, and more detrimental to the environment
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