O modelo de excelência de gestão do prêmio nacional da qualidade - PNQ: análise da evolução dos critérios de excelência

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Analisi delle tecnologie BMP per i sistemi di drenaggio urbano

I sistemi di drenaggio urbano meritano particolare attenzione per l’importante compito che devono garantire all’interno della società. L’allontanamento delle acque reflue dalle zone urbanizzate infatti è indispensabile per non creare problemi ed interferenze con attività sociali ed economiche che in esse si svolgono; inoltre un corretto funzionamento del sistema di drenaggio assicura anche un basso impatto ambientale in termini di qualità e quantità. La disponibilità di nuove tecnologie costruttive e materiali in continua evoluzione devono fare fronte alla crescente complessità idraulica, geotecnica e urbanistica delle strutture componenti i sistemi di drenaggio; in tale elaborato si vuole porre l’accento sul problema dello smaltimento delle acque meteoriche nelle zone densamente urbanizzate, la cui soluzione è costituita dall'adozione delle cosiddette BMP (Best Management Practices). Le BMP sono definite come strategie, pratiche o metodi per la rimozione, la riduzione, il ritardo o la prevenzione della quantità di costituenti inquinanti e contaminanti delle acque di pioggia, prima che giungano nei corpi idrici ricettori. Tra esse ricordiamo le cisterne o rain barrels, i pozzi asciutti, i sistemi drywell, le vasche verdi filtranti, i tetti verdi, i canali infiltranti, i fossi di infiltrazione, i pozzi perdenti, i planting container, i canali inerbiti, i bacini di infiltrazione, le gross pullutant traps (gpts), gli stagni, i sistemi di fitodepurazione estensiva (sfe), le pavimentazioni drenanti. In Italia esse risultano ancora scarsamente studiate ed applicate, mentre trovano più ampio sviluppo in realtà estere come in Inghilterra ed in Australia. Per comprendere la efficacia di tali tecniche BMP è necessario analizzarle e, soprattutto, analizzare il loro effetto sul territorio in cui esse vengono inserite e sul regime idrogeologico dell’ambiente. Questa analisi può essere svolta con prove sperimentali su aree di controllo (soluzione economicamente gravosa) o attraverso modelli matematici tramite l’utilizzo di software di calcolo che simulino il comportamento delle portate, dei tiranti idrici e degli inquinanti nei canali e nelle strutture accessorie costituenti la rete fognaria, in conseguenza ad eventi di pioggia dei quali sia nota la distribuzione spaziale e temporale. In questo elaborato si modellizza attraverso il programma Matlab un unico elemento BMP e si osservano i suoi effetti; si procede cioè alla analisi del funzionamento di un ipotetico brown roof installato nella zona di Rimini e si osservano i benefici effetti che ne derivano in termini di volumi di pioggia trattenuti dal sistema considerando diverse tipologie di pioggia e diversi parametri progettuali per il tetto (i fori dello strato inferiore del tetto, la altezza dello strato di terreno, la sua permeabilità e la sua porosità). Si procede poi con la analisi di una ipotetica zona commerciale che sorge sulle sponde di un fiume. Tali analisi vengono svolte con il software HEC-RAS per quanto riguarda la analisi dei livelli del fiume e delle zone a rischio di inondazione. I risultati forniti da questo studio preliminare vengono poi utilizzati come condizioni al contorno per una successiva analisi effettuata con il software InfoWorks in cui si valutano i benefici che derivano dalla installazione di diverse BMP nella zona commerciale oggetto di studio. Tale modello esamina un verosimile scenario inglese, la cittadina infatti si ipotizza situata in Inghilterra e anche gli eventi pluviometrici a cui ci si riferisce sono tipici eventi di pioggia inglesi. Tutti i dati di input elaborati nelle simulazioni sono stati forniti all’interno di un progetto universitario svolto presso l’università di Bradford con la supervisione dei professori Simon Tait ed Alma Schellart. Infine la parte conclusiva dell’elaborato è stata sviluppata in collaborazione con Hera S.p.a. di Rimini all’interno di un percorso di tirocinio curriculare che ha previsto la analisi delle tecnologie BMP adatte per l’ambiente cittadino di Rimini e la osservazione delle performance garantite da tecnologie esistenti sul territorio: i parcheggi permeabili. La realtà riminese infatti deve far fronte a diversi problemi che si innescano durante i periodi di pioggia ed una mitigazione dei volumi di acqua in arrivo alla fognatura grazie a questo tipo di tecnologie, senza quindi ricorrere agli usuali sistemi puntuali, porterebbe sicuramente a notevoli vantaggi. Tali tecnologie però non devono solo essere progettate e costruite in modo corretto, ma devono essere sottoposte a periodici controlli ed adeguate operazioni di manutenzione per non perdere la loro efficacia. Per studiare tale aspetto si procede quindi alla misura della permeabilità di parcheggi drenanti presenti all’interno dei comuni di Cattolica e Rimini ricercando i fattori che influenzano tale caratteristica fondamentale dei parcheggi.

Mitigazione dell'isola di calore attraverso i tetti verdi: il caso di studio di Via Terracini a Bologna

Con il termine “tetti verdi” si intendono vere e proprie coperture vegetate, che fungono da valida alterativa alle tipologie convenzionali a coppi oppure in guaina impermeabilizzante. Per quanto questi possano essere considerati una soluzione moderna relativa alle diverse Best Management Practices (BMP), in realtà sono stati realizzati e sfruttati fin dall'antichità. Dagli anni Settanta ad oggi hanno preso sempre più piede in Europa e negli altri continenti a causa dei molteplici benefici che li accompagnano a livello ambientale. All'interno di questo studio ci si pone l‟obiettivo di valutarne i vantaggi, principalmente a livello energetico ed idraulico, riscontrati in letteratura, direttamente sul campo, grazie al sito di studio presso la sede di Ingegneria di via Terracini, Bologna. Sulle coperture del LAGIRN (Laboratorio di Geoingegneria e Risorse Naturali), infatti, nell‟estate 2013 sono stati realizzati due tetti verdi (uno a Sedum, che sarà indicato con la sigla GR, e uno con piante autoctone, identificato con la sigla NA). Tramite il confronto tra le temperature registrate grazie a diversi tipi di strumentazione, è stato possibile quantificare i comportamenti delle coperture su scala annuale, non solo l‟una rispetto l‟altra, ma anche in rapporto a una porzione di tetto lasciata a guaina bituminosa (indicato con la sigla RR). Considerando il ruolo della vegetazione come strumento per la mitigazione del fenomeno d‟isola di calore urbana, infine, con l‟ausilio del software CFD denominato ENVI-met si è modellata l‟intera area del Lazzaretto e si sono simulati tre diversi scenari: 1) Lo stato attuale 2) Una situazione ipotetica con tutte coperture a Sedum 3) Una situazione ipotetica con tutte coperture con specie autoctone per la giornata estiva più calda e per un comune giorno di Ottobre, a seguito di una minuziosa calibrazione. Il confronto tra la situazione reale e quelle supposte dimostra la validità dei green roofs nella lotta al riscaldamento delle grandi città.

Sediment yield reduction in an agricultural watershed

With proper application of Best Management Practices (BMPs), the impact from the sediment to the water bodies could be minimized. However, finding the optimal allocation of BMP can be difficult, since there are numerous possible options. Also, economics plays an important role in BMP affordability and, therefore, the number of BMPs able to be placed in a given budget year. In this study, two methodologies are presented to determine the optimal cost-effective BMP allocation, by coupling a watershed-level model, Soil and Water Assessment Tool (SWAT), with two different methods, targeting and a multi-objective genetic algorithm (Non-dominated Sorting Genetic Algorithm II, NSGA-II). For demonstration, these two methodologies were applied to an agriculture-dominant watershed located in Lower Michigan to find the optimal allocation of filter strips and grassed waterways. For targeting, three different criteria were investigated for sediment yield minimization, during the process of which it was found that the grassed waterways near the watershed outlet reduced the watershed outlet sediment yield the most under this study condition, and cost minimization was also included as a second objective during the cost-effective BMP allocation selection. NSGA-II was used to find the optimal BMP allocation for both sediment yield reduction and cost minimization. By comparing the results and computational time of both methodologies, targeting was determined to be a better method for finding optimal cost-effective BMP allocation under this study condition, since it provided more than 13 times the amount of solutions with better fitness for the objective functions while using less than one eighth of the SWAT computational time than the NSGA-II with 150 generations did.

Optimización del Abonado Nitrogenado en el Melón (Cucumis Melo L.) Tipo Piel de Sapo

Spain is the fifth-largest producer of melon (Cucumis melo L.) and the second exporter in the world. To a national level, Castilla-La Mancha emphasize and, specifically, Ciudad Real, where is cultivated 27% of national area dedicated to this crop and 30% of melon national production. Melon crop is cultivating majority in Ciudad Real and it is mainly located in the Alto Guadiana, where the major aquifers of the region are located, the aquifer 23 or Mancha Occidental and the aquifer 24 or Campo de Montiel, both declared overexploited and vulnerable zones to nitrate pollution from agricultural sources. The problem is exacerbated because in this area, groundwater is the basic resource of supply to populations, and even often the only one. Given the importance of melon in the area, recent research has focused on the irrigation of melon crop. Unfortunately, scant information has been forthcoming on the effect of N fertilizer on melon piel de sapo crop, so it is very important to tackle in a serious study that lead to know the N requirements on the melon crop melon by reducing the risks of contamination by nitrate leaching without affecting productivity and crop quality. In fact, the recommended dose is often subjective and practice is a N overdose. In this situation, the taking of urgent measures to optimize the use of N fertilization is required. To do it, the effect of N in a melon crop, fertirrigated and on plastic mulch, was studied. The treatments consisted in different rates of N supply, considering N fertilizer and N content in irrigation water, so the treatment applied were: 30 (N30), 85 (N85), 112 (N112) and 139 (N139) Kg N ha-1 in 2005; 93 (N93), 243 (N243) and 393 (N393) kg ha-1 in 2006; and 11 (N11), 61 (N61), 95 (N95) and 148 (N148) kg ha-1 in 2007. A randomized complete-block design was used and each treatment was replicated four times. The results showed a significant effect of N on dry biomass and two patterns of growth were observed. On the one hand, a gradual increase in vegetative biomass of the plant, leaves and stem, with increasing N, and on the other hand, an increase of fruit biomass also with increasing N up to a maximum of biomass corresponding to the optimal dose determined in 90 kg ha-1 of N applied, corresponding to 160 kg ha-1 of N available for melon crop, since this optimum dose, the fruit biomass suffers a decline. A significant effect was observed in concentration and N uptake in leaf, steam, fruit and whole plant, increasing in all of them with increasing of N doses. Fast N uptake occurred from 30-35 to 70-80 days after transplanting, coinciding with the fruit development. The N had a clear influence on the melon yield, its components, skin thickness and flesh ratio. The melon yield increased, as the mean fruit weight and number of fruits per m2 with increasing N until achieve an above 95% of the maximum yield when the N applied is 90 kg ha-1 or 160 kg ha-1 of N available. When N exceeds the optimal amount, there is a decline in yield, reducing the mean fruit weight and number of fruits per square meter, and was also observed a decrease in fruit quality by increasing the skin thickness and decrease the flesh ratio, which means an increase in fruit hollowed with excessive N doses. There was a trend for all indexes of N use efficiency (NUE) to decline with increasing N rate. We observed two different behaviours in the calculation result of the NUE; on the one hand, all the efficiency indexes calculated with N applied and N available had an exponential trend, and on the other hand, all the efficiency indexes calculated with N uptake has a linear trend. The linear regression cuts the exponential curve, delimiting a range within which lies the optimum quantity of N. The N leaching as nitrates increased exponentially with the amount of N. The increase of N doses was affected on the N mineralization. There was a negative exponential effect of N available on the mineralization of this element that occurs in the soil during the growing season, calculated from the balances of this element. The study of N leaching for each N rate used, allowed to us to establish several environmental indices related to environmental risk that causes the use of such doses, a simple way for them to be included in the code of Best Management Practices.

Efficiency and environmental indexes to evaluate the sustainability of mineral and organic fertilization in an irrigated melon crop

Melon is traditionally cultivated in fertigated farmlands in the center of Spain with high inputs of water and N fertilizer. Excess N can have a negative impact, from the economic point of view, since it can diminish the production and quality of the fruit, from the environmental point of view, since it is a very mobile element in the soil and can contaminate groundwater. From health point of view, nitrate can be accumulated in fruit pulp, and, in addition, groundwater is the fundamental supply source of human populations. Best management practices are particularly necessary in this region as many zones have been declared vulnerable to NO3- pollution (Directive 91/676/CEE) During successive years, a melon crop (Cucumis melo L.) was grown under field conditions applying mineral and organic fertilizers under drip irrigation. Different doses of ammonium nitrate were used as well as compost derived from the wine-distillery industry which is relevant in this area. The present study reviews the most common N efficiency indexes under the different management options with a view to maximizing yield and minimizing N loss.

Illinois Tree City USA conference/awards ceremony.

The goal of the Tree City USA Program and the IDNR Urban and Community Forestry Program is to encourage local communities to establish and uphold local community forestry programs for the purpose of citizen safety and community forest management.

Lessons Learned From Loko I‘a Culture: How Hawaiian Ecological Knowledge Influences Environmental Policies

Thesis (Master's)--University of Washington, 2016-06

An interview-based cognitive analysis of stakeholder perceptions of whale watching in Puget Sound, Washington

Thesis (Master's)--University of Washington, 2016-06

Land Use and Water Quality Correlations in Miami-Dade, Florida

South Florida continues to become increasingly developed and urbanized. My exploratory study examines connections between land use and water quality. The main objectives of the project were to develop an understanding of how land use has affected water quality in Miami-Dade canals, and an economic optimization model to estimate the costs of best management practices necessary to improve water quality. Results indicate Miami-Dade County land use and water quality are correlated. Through statistical factor and cluster analysis, it is apparent that agricultural areas are associated with higher concentrations of nitrogen, while urban areas commonly have higher levels of phosphorous than agricultural areas. The economic optimization model shows that urban areas can improve water quality by lowering fertilizer inputs. Agricultural areas can also implement methods to improve water quality although it may be more expensive than urban areas. It is important to keep solutions in mind when looking towards future water quality improvements in South Florida.

Rathbun Lake Special Project: BMPs for priority land in Targeted Sub-Watershed 2012 1221-010, Final Report 2013-2061,

The Rathbun Land and Water Alliance and partners have undertaken a highly effective approach to water quality protection through the Rathbun Lake Special Project. This approach is achieving a significant reduction in the sediment and phosphorus that impair water quality in Rathbun Lake and its tributaries as a result of the targeted application of best management practices (BMPs) for priority land in the watershed. This project application proposes to assist landowners to apply BMPs that will reduce sediment and phosphorus delivery from priority land in three targeted sub-watersheds as part of the Rathbun Lake Special Project. Features of this project are: (1) use of geographic information system (GIS) analysis to identify priority land that requires BMPs; (2) assistance for landowners to apply BMPs for 1,200 acres that will reduce the annual delivery of sediment by 1,800 tons and phosphorus by 6,000 pounds; (3) evaluation of the benefits from BMP application using GIS analysis and water quality monitoring; and (4) watershed outreach activities that encourage landowners to apply BMPs for priority land to protect water quality.

Rathbun Lake Special Project BMPs for Priority Land in Targeted Sub-Watersheds 2012: Final Report: 1221-010, 2013-2016, June 27, 2016

The Rathbun Land and Water Alliance and partners have undertaken a highly effective approach to water quality protection through the Rathbun Lake Special Project. This approach is achieving a significant reduction in the sediment and phosphorus that impair water quality in Rathbun Lake and its tributaries as a result of the targeted application of best management practices (BMPs) for priority land in the watershed. This project application proposes to assist landowners to apply BMPs that will reduce sediment and phosphorus delivery from priority land in three targeted sub-watersheds as part of the Rathbun Lake Special Project. Features of this project are:(1) use of geographic information system (GIS) analysis to identify priority land that requires BMPs;(2) assistance for landowners to apply BMPs for 1,200 acres that will reduce the annual delivery of sediment by 1,800 tons and phosphorus by 6,000 pounds;(3) evaluation of the benefits from BMP application using GIS analysis and water quality monitoring; and (4) watershed outreach activities that encourage landowners to apply BMPs for priority land to protect water quality.

Delivering Regional Extension in Qld Farming Systems - Central Queensland

The CQ Cotton Regional Extension project has been a key to the delivery of emerging, cutting edge research information and knowledge to the Central Queensland cotton industry. The direct relevance of southern research to cotton production under the conditions experienced in CQ always has been an issue which could be addressed through regional assessment and adaptation. The project links the national research to the region through development and extension, with a strong focus on the major industry production issues including but not limited to disease, Integrated Pest Management (IPM), soils, nutrition and integrated weed management. Susan Mass has supported the implementation of national industry-wide programs particularly the industry Best Management Practices program (myBMP). This project has successfully transitioned to a focus on delivering national outcomes in target lead areas as part of National Development and Delivery Team established by Cotton CRC, CRDC and Cotton Australia, while maintaining a regional extension presence for Central Queensland cotton & grain farming systems. Susan Mass has very effectively merged and integrated strong regional extension support to cotton growers in Central Queensland with delivery of industry extension priorities across the entire industry in the Development and Delivery Team model. Susan is the target lead for disease and farm hygiene. Recognising the challenges of having regionally relevant research in Central Queensland, this project has facilitated locally based research including boll rot, Bt cotton resistance management, and mealybug biology through strong collaborations. This collaborative approach has included linkage to Department of Environment and Resource Managmeent (DERM) groups and myBMP programs resulting in a high uptake in CQ.

MAXIMIZING LANDSCAPE PERFORMANCE AT ADVENTIST HOSPITAL: HEALING THE PEOPLE, HEALING SLIGO CREEK

This paper answers the question of whether a design intervention on Washington Adventist Hospital’s Takoma Park campus can combine stormwater Best Management Practices with outdoor healing spaces, to improve the health of the local creek (Sligo Creek) while creating a restorative environment for the hospital community. To improve the health of Sligo Creek, a campus-wide stormwater analysis was undertaken, in addition to an intervention-site-specific stormwater analysis, and a literature review of stormwater best management practices. To create a restorative environment, a literature review of healing gardens was undertaken, in addition to a campus-wide site analysis, to uncover the most ideally suited site to create a restorative environment.

An Ecological Analysis of the Potential for Moss-Based Green Roof Design

Green roofs are a maturing application of best management practices for controlling urban stormwater runoff. The majority of green roofs are planted with drought resistant, higher plant species, such as the genus Sedum. However, other plant varieties, such as mosses, may be equally applicable. Residential roofs and natural terrestrial communities were sampled in both Maryland and Tennessee to determine moss community structure and species water composition. This served as a natural analog for potential green roof moss communities. During sampling, 21 species of moss were identified throughout the 37 total sites. The average percent moss cover and water composition across all roof sites was 40.7% and 38.6%, respectively and across all natural sites, 76.7% and 47.7%, respectively. Additional maximum water holding capacity procedures were completed on sedum and 19 of the 21 sampled moss species to assess their individual potential for stormwater absorption. Sedum species on average held 166% of their biomass in water, while moss species held 732%. The results of this study are used as a basis to propose moss species that will improve green roof performance.