Burgoyne Centre for Entrepreneurship fonds

An Entrepreneurship Centre was established at Brock University in 1988 as a joint venture between the University and the City of St. Catharines. In Januaray 1989, a generous donation was made to the Centre by the Burgoyne family, proprietors of the St. Catharines Standard. The Centre subsequently became known as the Burgoyne Centre for Entrepreneurship (BCE). The Centre’s mission was to “promote excellence in research, education and training for entrepreneur development and new venture creation”. To achieve this objective, it was necessary for the BCE to become a community focal point and serve as a link between academic, private and government sectors in the Niagara Region that were involved in entrepreneurial activities. This was primarily done with the provision of educational programs offered through cooperating organizations. Funding for the Centre came from multiple sources, including fees for services and contract research, endowments and grants, as well as Brock University. An Advisory Council, composed of local prominent businesspeople and chaired by Henry Burgoyne, assisted the Centre with promotion and fundraising. The partnerships established by the BCE with other community bodies such as the Lincoln County Board of Education and the Niagara Region Development Corporation resulted in important collaborative community initiatives such as the Niagara Enterprise Agency and the New Enterprise Store. Such collaborations increased the Centre’s profile without duplicating or competing with services offered by existing agencies. The BCE was also instrumental in establishing an entrepreneurship curriculum for secondary school students, and collaborated with the Faculty of Education at Brock University to offer an Ontario Secondary School Entrepreneurship Specialist Teaching Certificate Program to teachers. As the BCE became more prolific in the community, and the iniatives it fostered in the community began to thrive, the Centre’s leadership required the authority to make instantaneous decisions. This was at odds with the hierarchical structure of the University, to which the BCE was accountable. Ultimately, this situation led to the demise of the Centre. The university focused its efforts on academic research and undergraduate courses, while the community partners took responsibility for any joint programs.

Opportunities for Youth Program Fonds, Brock University, 1971, 1975

The Opportunities for Youth Program was a summer employment program for students funded by the federal government. During the summer of 1971, Brock University received funding from this program to hire 56 students to work on five different projects. These projects included a Land Use Survey and Data Mapping, a Guide to the Research Resources for the Niagara Region, work with the Association for Retarded Children, Co-ordinated Community Services for Youth, and Student Direction and Co-ordination of the Program.

Rôle des macrophages contre Candida albicans chez la souris transgénique exprimant le génome du VIH-1

La candidose oropharyngée (COP) constitue l’infection fongique opportuniste la plus fréquente chez les patients infectés au VIH-1. Malgré la profonde immunosuppression causée par le VIH-1, l’infection à Candida albicans demeure confinée au niveau de la muqueuse buccale sans dissémination aux organes profonds. La souris transgénique (Tg) CD4C/HIVMut exprimant le génome tronqué du VIH-1 présente, suite à l’inoculation orale de C. albicans, une COP chronique reproduisant fidèlement l’infection chez les patients séropositifs. Cette souris Tg a donc été utilisée afin de déterminer si les macrophages contribuent au confinement de C. albicans à la muqueuse buccale. Cette étude a permis de démontrer que i) les macrophages sont recrutés aux muqueuses buccale et gastrique en réponse au champignon malgré l’expression du transgène, ii) les macrophages de ces souris Tg présentent une polarisation vers un phénotype d’activation alternative et iii) la production de monoxyde d’azote par les macrophages des souris Tg n’est pas requise pour limiter la prolifération de Candida à la muqueuse buccale et pour restreindre sa dissémination aux organes profonds. Les macrophages ne semblent donc pas directement responsables de l’établissement de l’infection chronique à Candida chez la souris Tg CD4C/HIVMut.

Analyse de la réponse macrophagique au Candida albicans chez la souris transgénique exprimant le génome du VIH-1

La candidose oro-pharyngée (COP) est l’infection opportuniste la plus répandue chez les patients infectés au VIH-1. Un modèle de COP chez la souris transgénique (Tg) exprimant une partie du génome du VIH-1 (CD4C/HIVMutA) est maintenant disponible. Grâce à ce modèle, il est possible d’étudier les perturbations quantitatives et fonctionnelles des macrophages exprimant les gènes nef, rev et env du VIH-1 dans le contexte d’une COP. Cette étude démontre que la présence du transgène n’influence pas le pourcentage des macrophages dans la muqueuse buccale et le petit intestin, malgré le fait que la charge buccale de C. albicans soit significativement plus élevée chez les souris Tg. Cependant, l’expression du transgène cause une diminution de la production de H2O2 par les macrophages, ainsi que l’augmentation de la production de la cytokine proinflammatoire IL-6 et de la chimiokine MCP-1.

Caractérisation photométrique et spectroscopique de compagnons sous-stellaires de faible masse autour d'étoiles de la région de formation Upper Scorpius

Suite à la découverte d’environ 2000 naines brunes au cours des deux dernières décennies, on commence à bien comprendre la physique de ces objets de masse intermédiaire entre les étoiles et les planètes. Malgré tout, les modèles d’atmosphère et d’évolution de ces objets peu massifs peinent toujours à reproduire fidèlement leurs caractéristiques pour les âges les plus jeunes. Ce travail propose la caractérisation de quatre compagnons de masse sous-stellaire (8-30 MJup) en orbite à grande séparation (300-900 UA) autour d'étoiles jeunes (5 Ma) de la région de formation Upper Scorpius. De nouveaux spectres (0,9-2,5 um) et de nouvelles mesures photométriques (YJHKsL') sont présentés et analysés, dans le but de déterminer la masse, température effective, luminosité et gravité de surface de ces compagnons, tout en évaluant la fidélité avec laquelle les spectres synthétiques tirés de deux modèles d’atmosphère récents reproduisent les spectres observés.

Analyse des altérations de l'immunité T-dépendante à l'égard de Candida albicans chez la souris transgénique exprimant le génome du VIH-1

La candidose oro-pharyngée (COP) est l’infection fongique opportuniste la plus commune chez les individus infectés par le VIH-1. La production des cytokines Il-17 et Il-22 par les lymphocytes Th17 est importante lors de la résolution de la COP, puisque ces cytokines induisent la production de peptides antifongiques et le recrutement des neutrophiles polymorphonucléaires. Toutefois, les lymphocytes Th17 sont préférentiellement déplétés chez les individus infectés par le VIH-1. Le modèle de COP chez la souris transgénique (Tg) CD4C/HIVMutA, exprimant les gènes nef, env et rev du VIH-1, permettra de déterminer si des altérations quantitatives et/ou fonctionnelles des sous-populations de lymphocytes T CD4+ causent la sensibilité à la candidose. Les sous-populations Th1, Th2, Th1Th17, Th17 et Treg, ainsi que leurs précurseurs, les lymphocytes T CD4+ naïfs, sont sévèrement déplétées dans les ganglions cervicaux de la souris Tg. Cependant, les lymphocytes T CD4+ naïfs conservent la capacité à se différencier in vitro en présence de cytokines polarisantes et à produire les cytokines typiques des diverses sous-populations. De plus, les cytokines requises pour la polarisation des lymphocytes T CD4+ naïfs n’étaient pas réduites dans les ganglions cervicaux des souris Tg, 7 jours après le début de l’infection. Les gènes S100a8, Ccl20, Il17 et Il22 étaient surexprimés en réponse à la COP chez la souris non-Tg, mais pas chez la souris Tg. Le traitement de souris Tg infectées à l’aide de la combinaison des cytokines Il-17 et Il-22 réduit significativement la charge fongique buccale de C. albicans et le nombre d’hyphes dans l’épithélium de la langue et restaure la capacité à surexprimer des gènes S100a8, Ccl20 et Il22. Ces résultats démontrent que la perturbation de l’induction de l’immunité innée par l’Il-17 et l’Il-22 augmente la susceptibilité à la COP chez la souris Tg.

Recherche et caractérisation de systèmes binaires dont l'une des composantes est de faible masse

Nous présentons la découverte de quatorze nouveaux systèmes binaires ayant une séparation supérieure à 250 UA et dont au moins l'une des composantes est une naine M ou une naine L. Ces systèmes ont d'abord été identifiés en cherchant des objets ayant un mouvement propre commun autour d'étoiles connues possédant un mouvement propre élevé, grâce à une corrélation croisée de grands relevés du ciel dans l'infrarouge proche (2MASS, SDSS et SIMP). Un suivi astrométrique, afin de confirmer le mouvement propre commun, a été réalisé sur toutes les cibles avec la caméra SIMON et/ou la caméra CPAPIR à l'Observatoire du Mont-Mégatic (OMM) ou à l'Observatoire interaméricain du Cerro Tololo (CTIO). Un suivi spectroscopique a aussi été effectué sur la plupart des compagnons avec GMOS ou GNIRS à Gemini afin de déterminer leurs types spectraux. La probabilité que deux objets forment un système binaire par hasard a été évaluée afin de s'assurer que les couples candidats que nous présentons soient réellement liés.Un de nos nouveaux systèmes a un compagnon de masse sous-stellaire : 2M1259+1001 (L4.5). L'étude des systèmes que nous avons découverts pourra, entre autre, nous aider à mieux comprendre les mécanismes de formation des étoiles de très faible masse et des naines brunes.

Les conséquences et les effets de l'étiquette de «déportés» sur les vécus des immigrés haïtiens expulsés par les États-Unis d'Amérique

Ce mémoire retrace une comprehension experientielle des conséquences et des effets des differentes appelations en lien à l'étiquette de « déportés » attribuées aux immigrés haïtiens expulsés des États-Unis d'Amerique notamment au regard du processus de stigmatisation et de marginalisation.

Behaviour of laterised normal and self compacting concrete subjected to elevated temperatures

Concrete is a universal material in the construction industry. With natural resources like sand and aggregate, fast depleting, it is time to look for alternate materials to substitute these in the process of making concrete. There are instances like exposure to solar radiation, fire, furnaces, and nuclear reactor vessels, special applications like missile launching pads etc., where concrete is exposed to temperature variations In this research work, an attempt has been made to understand the behaviour of concrete when weathered laterite aggregate is used in both conventional and self compacting normal strength concrete. The study has been extended to understand the thermal behaviour of both types of laterised concretes and to check suitability as a fire protection material. A systematic study of laterised concrete considering parameters like source of laterite aggregate, grades of Ordinary Portland Cement (OPC) and types of supplementary cementitious materials (fly ash and GGBFS) has been carried out to arrive at a feasible combination of various ingredients in laterised concrete. A mix design methodology has been proposed for making normal strength laterised self compacting concrete based on trial mixes and the same has also been validated. The physical and mechanical properties of laterised concretes have been studied with respect to different variables like exposure temperature (200°C, 400°C and 600°C) and cooling environment (air cooled and water cooled). The behaviour of ferrocement elements with laterised self compacting concrete has also been studied by varying the cover to mesh reinforcement (10mm to 50mm at an interval of 10mm), exposure temperature and cooling environment.

Studies on some nonlinear optical phenomena-optical phase conjugation and continuous wave second harmonic generation

Nonlinear optics has emerged as a new area of physics , following the development of various types of lasers. A number of advancements , both theoretical and experimental . have been made in the past two decades . by scientists al1 over the world. However , onl y few scientists have attempted to study the experimental aspects of nonlinear optical phenomena i n I ndian laboratories. This thesis is the report of an attempt made in this direction. The thesis contains the details of the several investigations which the author has carried out in the past few years, on optical phase conjugation (OPC) and continuous wave CCVD second harmonic generation CSHG). OPC is a new branch of nonlinear optics, developed only in the past decade. The author has done a few experiments on low power OPC in dye molecules held in solid matrices, by making use of a degenerate four wave mixing CDFWND scheme. These samples have been characterised by studies on their absorption-spectra. fluorescence spectra. triplet lifetimes and saturation intensities. Phase conjugation efficiencies with r espect to the various parameters have been i nvesti gated . DFWM scheme was also employed i n achievi ng phase conjugation of a br oadband laser C Nd: G1ass 3 using a dye solution as the nonlinear medium.

Behavior of geopolymer concrete exposed to elevated temperatures

The research in the area of geopolymer is gaining momentum during the past 20 years. Studies confirm that geopolymer concrete has good compressive strength, tensile strength, flexural strength, modulus of elasticity and durability. These properties are comparable with OPC concrete.There are many occasions where concrete is exposed to elevated temperatures like fire exposure from thermal processor, exposure from furnaces, nuclear exposure, etc.. In such cases, understanding of the behaviour of concrete and structural members exposed to elevated temperatures is vital. Even though many research reports are available about the behaviour of OPC concrete at elevated temperatures, there is limited information available about the behaviour of geopolymer concrete after exposure to elevated temperatures. A preliminary study was carried out for the selection of a mix proportion. The important variable considered in the present study include alkali/fly ash ratio, percentage of total aggregate content, fine aggregate to total aggregate ratio, molarity of sodium hydroxide, sodium silicate to sodium hydroxide ratio, curing temperature and curing period. Influence of different variables on engineering properties of geopolymer concrete was investigated. The study on interface shear strength of reinforced and unreinforced geopolymer concrete as well as OPC concrete was also carried out. Engineering properties of fly ash based geopolymer concrete after exposure to elevated temperatures (ambient to 800 °C) were studied and the corresponding results were compared with those of conventional concrete. Scanning Electron Microscope analysis, Fourier Transform Infrared analysis, X-ray powder Diffractometer analysis and Thermogravimetric analysis of geopolymer mortar or paste at ambient temperature and after exposure to elevated temperature were also carried out in the present research work. Experimental study was conducted on geopolymer concrete beams after exposure to elevated temperatures (ambient to 800 °C). Load deflection characteristics, ductility and moment-curvature behaviour of the geopolymer concrete beams after exposure to elevated temperatures were investigated. Based on the present study, major conclusions derived could be summarized as follows. There is a definite proportion for various ingredients to achieve maximum strength properties. Geopolymer concrete with total aggregate content of 70% by volume, ratio of fine aggregate to total aggregate of 0.35, NaOH molarity 10, Na2SiO3/NaOH ratio of 2.5 and alkali to fly ash ratio of 0.55 gave maximum compressive strength in the present study. An early strength development in geopolymer concrete could be achieved by the proper selection of curing temperature and the period of curing. With 24 hours of curing at 100 °C, 96.4% of the 28th day cube compressive strength could be achieved in 7 days in the present study. The interface shear strength of geopolymer concrete is lower to that of OPC concrete. Compared to OPC concrete, a reduction in the interface shear strength by 33% and 29% was observed for unreinforced and reinforced geopolymer specimens respectively. The interface shear strength of geopolymer concrete is lower than ordinary Portland cement concrete. The interface shear strength of geopolymer concrete can be approximately estimated as 50% of the value obtained based on the available equations for the calculation of interface shear strength of ordinary portland cement concrete (method used in Mattock and ACI). Fly ash based geopolymer concrete undergoes a high rate of strength loss (compressive strength, tensile strength and modulus of elasticity) during its early heating period (up to 200 °C) compared to OPC concrete. At a temperature exposure beyond 600 °C, the unreacted crystalline materials in geopolymer concrete get transformed into amorphous state and undergo polymerization. As a result, there is no further strength loss (compressive strength, tensile strength and modulus of elasticity) in geopolymer concrete, whereas, OPC concrete continues to lose its strength properties at a faster rate beyond a temperature exposure of 600 °C. At present no equation is available to predict the strength properties of geopolymer concrete after exposure to elevated temperatures. Based on the study carried out, new equations have been proposed to predict the residual strengths (cube compressive strength, split tensile strength and modulus of elasticity) of geopolymer concrete after exposure to elevated temperatures (upto 800 °C). These equations could be used for material modelling until better refined equations are available. Compared to OPC concrete, geopolymer concrete shows better resistance against surface cracking when exposed to elevated temperatures. In the present study, while OPC concrete started developing cracks at 400 °C, geopolymer concrete did not show any visible cracks up to 600 °C and developed only minor cracks at an exposure temperatureof 800 °C. Geopolymer concrete beams develop crack at an early load stages if they are exposed to elevated temperatures. Even though the material strength of the geopolymer concrete does not decrease beyond 600 °C, the flexural strength of corresponding beam reduces rapidly after 600 °C temperature exposure, primarily due to the rapid loss of the strength of steel. With increase in temperature, the curvature at yield point of geopolymer concrete beam increases and thereby the ductility reduces. In the present study, compared to the ductility at ambient temperature, the ductility of geopolymer concrete beams reduces by 63.8% at 800 °C temperature exposure. Appropriate equations have been proposed to predict the service load crack width of geopolymer concrete beam exposed to elevated temperatures. These equations could be used to limit the service load on geopolymer concrete beams exposed to elevated temperatures (up to 800 °C) for a predefined crack width (between 0.1mm and 0.3 mm) or vice versa. The moment-curvature relationship of geopolymer concrete beams at ambient temperature is similar to that of RCC beams and this could be predicted using strain compatibility approach Once exposed to an elevated temperature, the strain compatibility approach underestimates the curvature of geopolymer concrete beams between the first cracking and yielding point.

Optimal Sub-Pixel arrangements and coding for ultra-high resolution three-dimensional OLED displays

Information display technology is a rapidly growing research and development field. Using state-of-the-art technology, optical resolution can be increased dramatically by organic light-emitting diode - since the light emitting layer is very thin, under 100nm. The main question is what pixel size is achievable technologically? The next generation of display will considers three-dimensional image display. In 2D , one is considering vertical and horizontal resolutions. In 3D or holographic images, there is another dimension – depth. The major requirement is the high resolution horizontal dimension in order to sustain the third dimension using special lenticular glass or barrier masks, separate views for each eye. The high-resolution 3D display offers hundreds of more different views of objects or landscape. OLEDs have potential to be a key technology for information displays in the future. The display technology presented in this work promises to bring into use bright colour 3D flat panel displays in a unique way. Unlike the conventional TFT matrix, OLED displays have constant brightness and colour, independent from the viewing angle i.e. the observer's position in front of the screen. A sandwich (just 0.1 micron thick) of organic thin films between two conductors makes an OLE Display device. These special materials are named electroluminescent organic semi-conductors (or organic photoconductors (OPC )). When electrical current is applied, a bright light is emitted (electrophosphorescence) from the formed Organic Light-Emitting Diode. Usually for OLED an ITO layer is used as a transparent electrode. Such types of displays were the first for volume manufacture and only a few products are available in the market at present. The key challenges that OLED technology faces in the application areas are: producing high-quality white light achieving low manufacturing costs increasing efficiency and lifetime at high brightness. Looking towards the future, by combining OLED with specially constructed surface lenses and proper image management software it will be possible to achieve 3D images.

Agricultural practices and horizontal nutrient balances in urban gardens and the alternative use of urban agricultural land in Khartoum, Sudan

The surge in the urban population evident in most developing countries is a worldwide phenomenon, and often the result of drought, conflicts, poverty and the lack of education opportunities. In parallel with the growth of the cities is the growing need for food which leads to the burgeoning expansion of urban and peri-urban agriculture (UPA). In this context, urban agriculture (UA) contributes significantly to supplying local markets with both vegetable and animal produce. As an income generating activity, UA also contributes to the livelihoods of poor urban dwellers. In order to evaluate the nutrient status of urban soils in relation to garden management, this study assessed nutrient fluxes (inputs and outputs) in gardens on urban Gerif soils on the banks of the River Nile in Khartoum, the capital city of Sudan. To achieve this objective, a preliminary baseline survey was carried out to describe the structure of the existing garden systems. In cooperation with the author of another PhD thesis (Ms. Ishtiag Abdalla), alternative uses of cow dung in brick making kilns in urban Khartoum were assessed; and the socio-economic criteria of the brick kiln owners or agents, economical and plant nutritional value of animal dung and the gaseous emission related to brick making activities were assessed. A total of 40 household heads were interviewed using a semi-structured questionnaire to collect information on demographic, socio-economic and migratory characteristics of the household members, the gardening systems used and the problems encountered in urban gardening. Based on the results of this survey, gardens were divided into three groups: mixed vegetable-fodder gardens, mixed vegetable-subsistence livestock gardens and pure vegetable gardens. The results revealed that UA is the exclusive domain of men, 80% of them non-native to Khartoum. The harvested produce in all gardens was market oriented and represented the main source of income for 83% of the gardeners. Fast growing leafy vegetables such as Jew’s mallow (Corchorous olitorius L.), purslane (Portulaca oleracea L.) and rocket (Eruca sativa Mill.) were the dominant cultivated species. Most of the gardens (95%) were continuously cultivated throughout the year without any fallow period, unless they were flooded. Gardeners were not generally aware of the importance of crop diversity, which may help them overcome the strongly fluctuating market prices for their produce and thereby strengthen the contributions of UA to the overall productivity of the city. To measure nutrient fluxes, four gardens were selected and their nutrients inputs and outputs flows were monitored. In each garden, all plots were monitored for quantification of nutrient inputs and outputs. To determine soil chemical fertility parameters in each of the studied gardens, soil samples were taken from three selected plots at the beginning of the study in October 2007 (gardens L1, L2 and H1) and in April 2008 (garden H2) and at the end of the study period in March 2010. Additional soil sampling occurred in May 2009 to assess changes in the soil nutrient status after the River Nile flood of 2008 had receded. Samples of rain and irrigation water (river and well-water) were analyzed for nitrogen (N), phosphorus (P), potassium (K) and carbon (C) content to determine their nutrient inputs. Catchment traps were installed to quantify the sediment yield from the River Nile flood. To quantify the nutrient inputs of sediments, samples were analyzed for N, P, K and organic carbon (Corg) content, cation exchange capacity (CEC) and the particle size distribution. The total nutrient inputs were calculated by multiplying the sediment nutrient content by total sediment deposits on individual gardens. Nutrient output in the form of harvested yield was quantified at harvest of each crop. Plant samples from each field were dried, and analyzed for their N, P, K and Corg content. Cumulative leaching losses of mineral N and P were estimated in a single plot in garden L1 from December 1st 2008 to July 1st 2009 using 12 ion exchange resins cartridges. Nutrients were extracted and analyzed for nitrate (NO3--N), ammonium (NH4+-N) and phosphate PO4-3-P. Changes in soil nutrient balance were assessed as inputs minus outputs. The results showed that across gardens, soil N and P concentrations increased from 2007 to 2009, while particle size distribution remained unchanged. Sediment loads and their respective contents of N, P and Corg decreased significantly (P < 0.05) from the gardens of the downstream lowlands (L1 and L2) to the gardens of the upstream highlands (H1 and H2). No significant difference was found in K deposits. None of the gardens received organic fertilizers and the only mineral fertilizer applied was urea (46-0-0). This equaled 29, 30, 54, and 67% of total N inputs to gardens L1, L2, H1, and H2, respectively. Sediment deposits of the River Nile floods contributed on average 67, 94, 6 and 42% to the total N, P, K and C inputs in lowland gardens and 33, 86, 4 and 37% of total N, P, K and C inputs in highland gardens. Irrigation water and rainfall contributed substantially to K inputs representing 96, 92, 94 and 96% of total K influxes in garden L1, L2, H1 and H2, respectively. Following the same order, total annual DM yields in the gardens were 26, 18, 16 and 1.8 t ha-1. Annual leaching losses were estimated to be 0.02 kg NH4+-N ha-1 (SE = 0.004), 0.03 kg NO3--N ha-1 (SE = 0.002) and 0.005 kg PO4-3-P ha-1 (SE = 0.0007). Differences between nutrient inputs and outputs indicated negative nutrient balances for P and K and positive balances of N and C for all gardens. The negative balances in P and K call for adoptions of new agricultural techniques such as regular manure additions or mulching which may enhance the soil organic matter status. A quantification of fluxes not measured in our study such as N2-fixation, dry deposition and gaseous emissions of C and N would be necessary to comprehensively assess the sustainability of these intensive gardening systems. The second part of the survey dealt with the brick making kilns. A total of 50 brick kiln owners/or agents were interviewed from July to August 2009, using a semi-structured questionnaire. The data collected included general information such as age, family size, education, land ownership, number of kilns managed and/or owned, number of months that kilns were in operation, quantity of inputs (cow dung and fuel wood) used, prices of inputs and products across the production season. Information related to the share value of the land on which the kilns were built and annual income for urban farmers and annual returns from dung for the animal raisers was also collected. Using descriptive statistics, budget calculation and Gini coefficient, the results indicated that renting the land to brick making kilns yields a 5-fold higher return than the rent for agriculture. Gini coefficient showed that the kiln owners had a more equal income distribution compared to farmers. To estimate emission of greenhouse gases (GHGs) and losses of N, P, K, Corg and DM from cow dung when used in brick making, samples of cow dung (loose and compacted) were collected from different kilns and analyzed for their N, P, K and Corg content. The procedure modified by the Intergovernmental Panel on Climate Change (IPCC, 1994) was used to estimate the gaseous emissions of cow dung and fuel wood. The amount of deforested wood was estimated according to the default values for wood density given by Dixon et al. (1991) and the expansion ratio for branches and small trees given by Brown et al. (1989). The data showed the monetary value of added N and P from cow dung was lower than for mineral fertilizers. Annual consumption of compacted dung (381 t DM) as biomass fuel by far exceeded the consumption of fuel wood (36 t DM). Gaseous emissions from cow dung and fuel wood were dominated by CO2, CO and CH4. Considering that Gerif land in urban Khartoum supports a multifunctional land use system, efficient use of natural resources (forest, dung, land and water) will enhance the sustainability of the UA and brick making activities. Adoption of new kilns with higher energy efficiency will reduce the amount of biomass fuels (cow dung and wood) used the amount of GHGs emitted and the threat to the few remaining forests.

Itinerarios geológicos por la provincia de Alicante para su utilización en Bachillerato.

Esta guía contiene trece itinerarios geológicos situados en la provincia de Alicante. Han participado 55 profesores en un curso organizado por el ICE de la Universidad. Los itinerarios son una propuesta para realizar actividades de campo como herramientas esenciales para mostrar al alumnado las vinculaciones entre la geología y el entorno y éste con el medio dominante. El libro muestra la riqueza del patrimonio geológico de esta provincia.

SIGUA: SIG libre para la gestión del suelo de la Universidad de Alicante

In 1997 beginning a project (SIGUA) to know and to manage the patrimony of the University of Alicante (UA). It required to know the use the space and its occupation. In his almost 10 years on watch, SIGUA has happened to be a SIG designed with commercial tools to an Integral System of Management of the Space, totally customized, graft and integrated of natural form in the functional structure of the UA. (...)