Assessing The Effectiveness of HACCP Implementation and Maintenance

The primary objective of the study was to assess the effectiveness with which HACCP (Hazard Analysis Critical Control Point) has been implemented and maintained in food manufacturing plants in Northern Ireland and the Republic of Ireland. Where inadequacies in implementation or maintenance of the HACCP system were highlighted the study sought to identify the contributory factors, with a view to making specific recommendations to overcome these limitations.

Improved earthquake response via simulation and integrated space- and ground-based technologies: the TREMOR proposal

Earthquakes occurring around the world each year cause thousands ofdeaths, millions of dollars in damage to infrastructure, and incalculablehuman suffering. In recent years, satellite technology has been asignificant boon to response efforts following an earthquake and itsafter-effects by providing mobile communications between response teamsand remote sensing of damaged areas to disaster management organizations.In 2007, an international team of students and professionals assembledduring theInternational Space University’s Summer Session Program in Beijing, Chinato examine how satellite and ground-based technology could be betterintegrated to provide an optimised response in the event of an earthquake.The resulting Technology Resources for Earthquake MOnitoring and Response(TREMOR) proposal describes an integrative prototype response system thatwill implement mobile satellite communication hubs providing telephone anddata links between response teams, onsite telemedicine consultation foremergency first-responders, and satellite navigation systems that willlocate and track emergency vehicles and guide search-and-rescue crews. Aprototype earthquake simulation system is also proposed, integratinghistorical data, earthquake precursor data, and local geomatics andinfrastructure information to predict the damage that could occur in theevent of an earthquake. The backbone of these proposals is a comprehensiveeducation and training program to help individuals, communities andgovernments prepare in advance. The TREMOR team recommends thecoordination of these efforts through a centralised, non-governmentalorganization.

Influence of litter layer removal on the soil thermal regime of a pine forest in a mediterranean climate

The removal of the litter layer in Portuguese pine forests would reduce fire hazard, but on the other hand this practice would influence the thermal regime of the soil, hence affecting soil biological activity, litter decomposition and nutrient dynamics. Temperature profiles of a sandy soil (Haplic Podzol) under a pine forest were measured with thermocouples at depths to 16 cm, with and without litter layer. The litter layer acted as a thermal insulator, reducing the amplitude of the periodic temperature variation in the mineral soil underneath and increasing damping depths, particularly at low soil water contents. At the mineral soil surface the reduction of amplitudes was about 2.5 ºC in the annual cycle and 5 to 6.7 ºC in the daily cycle, depending on the soil water content. When soil was both cold and wet, mean daily soil temperatures were higher (about 1 - 1.5 ºC) under the litter layer. Improved soil thermal conditions under the litter layer recommend its retention as a forest management practice to follow in general.

Characteristics and outcome of 27 elbow periprosthetic joint infections: results from a 14-year cohort study of 358 elbow prostheses.

Elbow arthroplasty is increasingly performed in patients with rheumatic and post-traumatic arthritis. Data on elbow periprosthetic joint infection (PJI) are limited. We investigated the characteristics and outcome of elbow PJI in a 14-year cohort of total elbow arthroplasties in a single centre. Elbow prosthesis, which were implanted between 1994 and 2007 at Schulthess Clinic in Zurich, were retrospectively screened for infection. PJI was defined as periprosthetic purulence, the presence of sinus tract or microbial growth. A Kaplan-Meier survival method and Cox proportional hazard analysis were performed. Of 358 elbow prostheses, PJI was identified in 27 (7.5%). The median patient age (range) was 61 (39-82) years; 63% were females. Seventeen patients (63%) had a rheumatic disorder and ten (37%) had osteoarthritis. Debridement and implant retention was performed in 78%, followed by exchange or removal of the prosthesis (15%) or no surgery (7%).The relapse-free survival (95% CI) was 79% (63-95%) after 1 year and 65% (45-85%) after 2 years. The outcome after 2 years was significantly better when patients were treated according to the algorithm compared to patients who were not (100% vs. 33%, p <0.05). In 21 patients treated with debridement and retention, the cure rate was also higher when the algorithm was followed (100% vs. 11%, p <0.05). The findings of the present study suggest that the treatment algorithm developed for hip and knee PJI can be applied to elbow PJI. With proper patient selection and antimicrobial therapy, debridement and retention of the elbow prosthesis is associated with good treatment outcome.

Implantació d’un sistema APPCC en les línies de canelons, croquetes i lasanyes a l’empresa de plats precuinats CUINATS JOTRI S.L.

Les diferents normatives, europea i nacional regulen la necessitat d’establir sistemes d’autocontrolque assegurin un nivell minim de seguretat dels productes alimentaris i de les normes relatives alsmanipuladors d’aliments. Les empreses del sector alimentari son les responsables de la higiene en elsseus establiments, basant-se en l’Analisi de Perills i Punts de Control Critic (APPCC) i controlant elpossible risc contra la salut en la cadena alimentaria. Els responsables de l’empresa de platsprecuinats cuinats Jotri S.L. estan interessats en la implementacio d’un sistema d’autocontrol de laqualitat. Per aixo estan interessats en la implementacio d’un sistema d’autocontrol de la seguretatalimentaria (APPCC). Es realitzara la determinacio de punts critics a controlar en les linies de canelonsde carn i l’apliacio de mesures preventives i mesures correctores en les linies de canelons, croquetesi lasanyes

Public health assessment : Railroad Avenue groundwater contamination, West Des Moines, Polk County, Iowa EPA facility ID: IA0001610963 (2004)

The Railroad Avenue groundwater contamination site (the site) is in West Des Moines, Polk County, Iowa. Located on approximately 120 acres. The site comprises mixed residential, industrial and commercial properties. Underneath the site, chlorinated volatile organic compounds (VOCs) have contaminatcd the shallow (i.e., 30-50 feet deep) groundwater. These compounds have compromised several shallow wells within the West Des Moines water works system. A contamination source, however, has not yet been identified. In 1993, routine water analysis by the City of West Des Moines identified 1, 2 cis-dichlorocthylcne (1, 2 cis-DCE) at a concentration of 1.2 μg/L (micrograms) per liter of water) in the water supply. Subsequently. several shallow municipal wells were found to be contaminated by VOCs, including 1. 2 cis-DCE, trichloroethylene (TCE), tetrachloroethylene (PCE) and benzene. Five of these wells have been taken out of service. Because of the impact on the West Des Moines water supply, the U.S. Environmental Protection Agency (USEPA) has assigned the site to the National Priorities List. Surface water und sediment at the site have not been impacted by the VOCs. Testing for VOCs in surface soils has not revealed any significant VOC contamination. Subsurface soils -- generally 8 feet or greater in depth -- are contaminated with VOCs, but at levels which should not present a health hazard. The past, present, and future health hazard category chosen for this site is no apparent public health hazard. This category is used when exposure to toxins might be occurring or might have occurrcd in the past, but at levels below any known health hazard. Analysis of available environmental data has not revealed that residental or commercial water customers are or have been exposed to VOCs at concentrations that might cause any adverse health effects.

Geospatial approach for defining the Wildland-Urban Interface in the Alpine environment

Problems related to fire hazard and fire management have become in recent decades one of the most relevant issues in the Wildland-Urban Interface (WUI), that is the area where human infrastructures meet or intermingle with natural vegetation. In this paper we develop a robust geospatial method for defining and mapping the WUI in the Alpine environment, where most interactions between infrastructures and wildland vegetation concern the fire ignition through human activities, whereas no significant threats exist for infrastructures due to contact with burning vegetation. We used the three Alpine Swiss cantons of Ticino, Valais and Grisons as the study area. The features representing anthropogenic infrastructures (urban or infrastructural components of the WUI) as well as forest cover related features (wildland component of the WUI) were selected from the Swiss Topographic Landscape Model (TLM3D). Georeferenced forest fire occurrences derived from the WSL Swissfire database were used to define suitable WUI interface distances. The Random Forest algorithm was applied to estimate the importance of predictor variables to fire ignition occurrence. This revealed that buildings and drivable roads are the most relevant anthropogenic components with respect to fire ignition. We consequently defined the combination of drivable roads and easily accessible (i.e. 100 m from the next drivable road) buildings as the WUI-relevant infrastructural component. For the definition of the interface (buffer) distance between WUI infrastructural and wildland components, we computed the empirical cumulative distribution functions (ECDF) of the percentage of ignition points (observed and simulated) arising at increasing distances from the selected infrastructures. The ECDF facilitates the calculation of both the distance at which a given percentage of ignition points occurred and, in turn, the amount of forest area covered at a given distance. Finally, we developed a GIS ModelBuilder routine to map the WUI for the selected buffer distance. The approach was found to be reproducible, robust (based on statistical analyses for evaluating parameters) and flexible (buffer distances depending on the targeted final area covered) so that fire managers may use it to detect WUI according to their specific priorities.

Evaluation of a snow avalanche possibly triggered by a local earthquake at Vallée de la Sionne, Switzerland

Snow avalanches are moving sources of infrasonic and seismic energy. They can be triggered by many different mechanisms that include the shaking produced by earthquakes. The forces induced by an earthquake can cause an increase in the load down the slope and can also decrease the shear strength and both effects can cause the release of an avalanche. This phenomenon represents an important hazard associated with earthquakes in snow-covered mountain areas with high seismicity.

Elaboració d'un manual d'implantació del sistema APPCC per a microcerveseries

L’objectiu del treball ha estat elaborar un manual d’implantació del sistema d'Anàlisi de Perills i Punts Crítics de Control (APPCC) que serveixi de guia a les microcerveseries. En la primera part del manual s’ha realitzat una introducció on s’expliquen els orígens del sistema i es defineix l’APPCC com un sistema que permet identificar, avaluar i controlar els perills significatius en totes les fases de producció, transformació i distribució amb l’objectiu de garantir la innocuïtat dels aliments. Seguidament, s’ha mostrat la importància del Codex Alimentarius, on es troben descrites les directives per a l’aplicació del sistema d’APPCC. També s’ha indicat que el Reglament CE 852/2004, relatiu a la higiene dels productes alimentaris, obliga a les empreses alimentaries a crear, implementar i mantenir procediments permanents basats en els principis del sistema d’APPCC. Posteriorment, s’han exposat els aspectes que cal considerar per a poder implantar un sistema d’APPCC en una microcerveseria. S’han descrit aspectes com el marc legal del sector cerveser, la flexibilitat en l’aplicació del sistema d’autocontrol en les microempreses i els prerequisits. En l’annex 1, s’han desenvolupat els prerequisits necessaris per a les microcerveseries, i en l’annex 2, s’han mostrat exemples de registres derivats de la seva aplicació. Els prerequisits són bàsics per assegurar un entorn i unes condicions de treball higièniques, reduint o eliminant perills de contaminació en els aliments. Els prerequisits consideren els perills generals de l’entorn de treball. En canvi, l’APPCC considera els perills específics del procés de producció. Tot seguit, s’han definit els principis bàsics i les directrius per a l’aplicació del sistema d’APPCC descrits en el Codex Alimentarius, explicant les diferents fases que cal seguir per a la correcta implantació del sistema d’autocontrol. En la segona part del manual, s’ha desenvolupat el sistema d’APPCC per al procés d’elaboració de la cervesa artesana

Inférence de source de traces d'essence retrouvées dans des débris d'incendie: Evaluation de la contribution de la chromatographie en phase gazeuse couplée à la spectrométrie de masse à rapport isotopique

Lorsque de l'essence est employée pour allumer et/ou propager un incendie, l'inférence de la source de l'essence peut permettre d'établir un lien entre le sinistre et une source potentielle. Cette inférence de la source constitue une alternative intéressante pour fournir des éléments de preuve dans ce type d'événements où les preuves matérielles laissées par l'auteur sont rares. Le but principal de cette recherche était le développement d'une méthode d'analyse de spécimens d'essence par GC-IRMS, méthode pas routinière et peu étudiée en science forensique, puis l'évaluation de son potentiel à inférer la source de traces d'essence en comparaison aux performances de la GC-MS. Un appareillage permettant d'analyser simultanément les échantillons par MS et par IRMS a été utilisé dans cette recherche. Une méthode d'analyse a été développée, optimisée et validée pour cet appareillage. Par la suite, des prélèvements d'essence provenant d'un échantillonnage conséquent et représentatif du marché de la région lausannoise ont été analysés. Finalement, les données obtenues ont été traitées et interprétées à l'aide de méthodes chimiométriques. Les analyses effectuées ont permis de montrer que la méthodologie mise en place, aussi bien pour la composante MS que pour l'IRMS, permet de différencier des échantillons d'essence non altérée provenant de différentes stations-service. Il a également pu être démontré qu'à chaque nouveau remplissage des cuves d'une station-service, la composition de l'essence distribuée par cette station est quasi unique. La GC-MS permet une meilleure différenciation d'échantillons prélevés dans différentes stations, alors que la GC-IRMS est plus performante lorsqu'il s'agit de comparer des échantillons collectés après chacun des remplissages d'une cuve. Ainsi, ces résultats indiquent que les deux composantes de la méthode peuvent être complémentaires pour l'analyse d'échantillons d'essence non altérée. Les résultats obtenus ont également permis de montrer que l'évaporation des échantillons d'essence ne compromet pas la possibilité de grouper des échantillons de même source par GC-MS. Il est toutefois nécessaire d'effectuer une sélection des variables afin d'éliminer celles qui sont influencées par le phénomène d'évaporation. Par contre, les analyses effectuées ont montré que l'évaporation des échantillons d'essence a une forte influence sur la composition isotopique des échantillons. Cette influence est telle qu'il n'est pas possible, même en effectuant une sélection des variables, de grouper correctement des échantillons évaporés par GC-IRMS. Par conséquent, seule la composante MS de la méthodologie mise en place permet d'inférer la source d'échantillons d'essence évaporée. _________________________________________________________________________________________________ When gasoline is used to start and / or propagate an arson, source inference of gasoline can allow to establish a link between the fire and a potential source. This source inference is an interesting alternative to provide evidence in this type of events where physical evidence left by the author are rare. The main purpose of this research was to develop a GC-IRMS method for the analysis of gasoline samples, a non-routine method and little investigated in forensic science, and to evaluate its potential to infer the source of gasoline traces compared to the GC-MS performances. An instrument allowing to analyze simultaneously samples by MS and IRMS was used in this research. An analytical method was developed, optimized and validated for this instrument. Thereafter, gasoline samples from a large sampling and representative of the Lausanne area market were analyzed. Finally, the obtained data were processed and interpreted using chemometric methods. The analyses have shown that the methodology, both for MS and for IRMS, allow to differentiate unweathered gasoline samples from different service stations. It has also been demonstrated that each new filling of the tanks of a station generates an almost unique composition of gasoline. GC-MS achieves a better differentiation of samples coming from different stations, while GC-IRMS is more efficient to distinguish samples collected after each filling of a tank. Thus, these results indicate that the two components of the method can be complementary to the analysis of unweathered gasoline samples. The results have also shown that the evaporation of gasoline samples does not compromise the possibility to group samples coming from the same source by GC-MS. It is however necessary to make a selection of variables in order to eliminate those which are influenced by the evaporation. On the other hand, the carried out analyses have shown that the evaporation of gasoline samples has such a strong influence on the isotopic composition of the samples that it is not possible, even by performing a selection of variables, to properly group evaporated samples by GC-IRMS. Therefore, only the MS allows to infer the source of evaporated gasoline samples.

Implantació d’un manual de gestió en una indústria de llescats

Estudi sobre la implantació d’un manual de gestió en una indústria dellescats, realitzat a l’empresa Serra&Mota de la Cellera de Ter (consta d’un sistema APPCC i un manual de qualitat)

Elaboración e implantación de un sistema APPCC para industrias elaboradoras de creps

Debido a la coyuntura actual y a la liberalización del comercio de alimentos, es necesariogarantizar la seguridad e inocuidad de los alimentos, las cuales se conseguirán aplicando lasprácticas y las normas apropiadas en materia de seguridad alimentaria. Los reglamentoscomunitarios en materia de seguridad alimentaria, y en particular el Reglamento (CE) nº852/2004 relativo a la higiene de los alimentos, obligan a las empresas alimentarias a aplicarun sistema de autocontrol basado en los principios del Análisis de Peligros y Puntos Críticosde Control (APPCC). En España, la legislación nacional ya contemplaba este requisito. En elámbito de las comidas preparadas, esta exigencia se recogía expresamente en el Real Decreto3484/200, de 29 de diciembre, por el que se establecen las normas de higiene para laelaboración, distribución y comercio de comidas preparadas.En el presente Proyecto/Trabajo Final de Carrera (PTFC), se ha elaborado un manual, queconsta de ocho capítulos, unos anexos y una memoria descriptiva, que servirá de guía para eldiseño de un sistema de APPCC, siguiendo los procedimientos definidos en el CodexAlimentarius, que permita su aplicación a las industrias elaboradoras de creps y a la vezproporcione las pautas necesarias para su implantación. Debido a la imposibilidad de aplicarel sistema de APPCC desarrollado a una industria concreta, se ha elaborado un manualgenérico que cada industria deberá adaptar a sus sistema productivo

Patoturvallisuusopas

Uusi patoturvallisuuslaki (494/2009) tuli voimaan 1.10.2009 ja valtioneuvoston asetus patoturvallisuudesta (319/2010) 5.5.2010. Tämä patoturvallisuusopas korvaa patoturvallisuusohjeet (MMM:n julkaisuja 7/1997), jotka poistuivat käytöstä 1.10.2009. Patoturvallisuusoppaassa esitetty ei ole padon omistajaa sitovaa, vaan oppaan tarkoitus on täydentää ja selventää esimerkein ja selostuksin laissa ja asetuksessa esitettyä. Oppaassa käsitellään padon suunnittelua kuten hydrologista mitoitusta ja padon teknisiä turvallisuusvaatimuksia, padon rakentamista ja käyttöönottoa sekä vahingonvaaraselvitystä, padon omistajan turvallisuussuunnitelmaa sekä padon kunnossapitoa, käyttöä, tarkkailua, vuosi- ja määräaikaistarkastuksia. Padot luokitellaan vahingonvaaran perusteella luokkiin 1, 2 ja 3. Luokittelua ei tarvitse kuitenkaan tehdä, jos patoturvallisuusviranomainen katsoo, että padosta ei aiheudu vaaraa. Jokaiselle luokitellulle padolle on padon omistajan laadittava tarkkailuohjelma, jonka patoturvallisuusviranomainen hyväksyy päätöksellään. Padosta aiheutuvan vahingonvaaran selvittämiseksi 1-luokan padon omistajan on laadittava vahingonvaaraselvitys padosta ihmisille, omaisuudelle ja ympäristölle aihetuvasta vahingonvaarasta. Myös muusta kuin 1-luokan padosta voi patoturvallisuusviranomainen määrätä tehtäväksi vahingonvaaraselvityksen luokittelua varten. Padon omistajan on laadittava 1-luokan padolle turvallisuussuunnitelma onnettomuus- ja häiriötilanteiden varalle. Suunnitelmassa esitetään padon omistajan omatoiminen varautuminen em. tilanteiden varalle. Pelastusviranomainen arvioi tapauskohtaisesti pelastuslain mukaisen suunnitelman laatimistarpeen. Padon omistajan on toimitettava patoturvallisuusviranomaiselle tietojärjestelmään vietäväksi patoturvallisuusasetuksessa mainitut tiedot. Patoturvallisuusviranomaisen ja padon omistajan on säilytettävä kustakin luokitellusta padosta ajantasaiset tulosteet tietojärjestelmästä sekä muut padon turvallisuuden kannalta tärkeät asiakirjat patoturvallisuuskansiossa siten, että ne ovat mahdollisissa häiriötilanteissa nopeasti saatavilla.

Loviisan ydinvoimalaitoksen kaapelireittien tiedonhallinnan kehittäminen paloriskitutkimusta varten

Tässä diplomityössä kehitetään Loviisan voimalaitoksen todennäköisyyspohjaisen paloriskianalyysin kaapelitietokantaa tulevaisuuden haasteita varten. Tietokannan kehittämistä varten tutustutaan todennäköisyyspohjaiseen riskianalyysiin varsin-kin paloriskianalyysin osalta. Käytännönläheisempää kehittämistä varten tutustu-taan voimalaitoksella nykyisin käytössä oleviin kaapelitietokantoihin: paloriski-tutkimusta varten laadittuun PSA-ELTIEen, kunnossapidon tiedonhallintajärjes-telmä LOMAXiin, sähkö- ja automaatiosuunnitteluyksikköjen arkistoihin sekä automaatiouudistuksen tietokantaan. Tietokannan käytännönläheisempien ominai-suuksien selvittämiseksi voimalaitoksella kokeiltiin kenttätarkastusmenetelmää, joka on ensisijainen kaapelikartoitusmenetelmä. Tietokantoihin tutustumisen perusteella vaihtoehtoisiksi tulevaisuuden tietokan-noiksi mietittiin LOMAXia, PSA-ELTIEtä tai uutta tietokantaa. Tulevaisuuden tietokantavaihtoehdoksi on päädytty ehdottamaan LOMAXia, joka vaatii vähem-män muutoksia muihin vaihtoehtoihin nähden. Tällainen laajalti käytössä oleva yhteinen tietokanta mahdollistaa sen, että tiedot ovat helpommin ja varmemmin kaikkien niitä tarvitsevien käytettävissä ja asiantuntijoiden muokattavissa, millä myös varmistetaan tietojen oikeellisuutta ja pysymistä ajan tasalla. Tulevaan LOMAX päivitykseen on ehdotettu tarpeellisia tietokenttien lisäyksiä ja kaapeli-hierarkian parantamista kaapelitietokannaksi käyttöönottamista varten.

Dam safety guide

A new Dam Safety Act (494/2009) came into force on 1st October 2009 and a Government Decree on Dam Safety (319/2010) on 5th May 2010. This Dam Safety Guide replaces the Dam Safety Code of Practice (Publication of the Ministry of Agriculture and Forestry 7/1997), removed from circulation on 1st October 2009. The Dam Safety Guide is not binding on the dam owner; the purpose is to complement and elucidate the relevant law and and decree through examples and descriptions. The Guide takes up questions concerning dam design, for instance hydrological dimensioning and technical safety requirements, dam construction and use, the dam break hazard analysis and the dam owner’s emergency action plan, maintenance, use, monitoring as well as the annual and periodic inspections. Dams are classified according to the hazard they pose into class 1, 2 or 3 dams. The classification is not needed, if, according to the dam safety authority, the dam poses no danger. The owner of a classified dam must prepare a monitoring programme, to be approved by decision of the dam safety authority. To establish the hazard caused by a dam, the owner of a class 1 dam must prepare an analysis of the dam hazard to humans and property as well as to the environment. The dam safety authority may also require a dam break hazard analysis for a dam other than class 1 dam if deemed necessary for classification. The owner of a class 1 dam must prepare a plan of measures in case of emergency or operational failure. The plan shall present the dam owner’s state of preparedness to act on their own initiative in the situations described above. In each case, the rescue authorities make a separate assessment for the need to prepare a plan as set out in the Rescue Act. The dam owner must provide the information specified in the Dam Safety Decree to be entered into the dam safety information system. The dam safety authority and the owner of the dam must keep up-to-date printouts in their own dam safety files from the information system for each dam as well as other important documents connected with dam safety to ensure that these are readily available in case of disturbance.