Program Implementation of the Rating Methods of Preference Ranking

Tide charts, based upon harmonic analysis, is the general method of choice for predicting water levels. In the shallow waters of the Gulf of Mexico, however, tide charts are woefully inadequate for the prediction of water levels. We have developed a number of models for the prediction of water levels. In this paper we summarize these methods and discuss the development of an axiomatic tool that we use to measure the quality of predictions of water levels in the estuaries and shallow waters of the Gulf of Mexico. This quality measure is based upon the preference rankings of National Ocean Service criteria by experts in the field.Gráficos “tide”, basados en análisis armónico, es el método general de escogencia para predecir niveles de agua. En aguas bajas del Golfo de México, sin embargo, gráficos “tide” no son adecuados para la predicción de niveles de agua. En este artículo resuminos estos métodos y discutimos el desarrollo de una herramienta axiomática que usamos para medir la calidad de las predicciones de niveles de agua en estuarios y aguas bajas del Golfo de México. Esta medida de calidad está basada en criterios de rankings de preferencia del Servicio Oceánico Nacional por expertos en el campo

Avaliações hidrológicas, hidráulicas e multicriteriais de susceptibilidade às inundações em áreas urbanas costeiras : estudo de caso da bacia do Rio Juqueriquerê no Brasil

Orientadores: Antonio Carlos Zuffo, Monzur Alam ImteazTese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo e Swinburne University of Technology (Australia)Resumo: O desenvolvimento significativo de Caraguatatuba é traduzido pela sua potencialidade ao turismo, exploração de gás, proximidade do Porto de São Sebastião e ampliação do complexo viário da Tamoios, particularmente na Bacia do Rio Juqueriquerê, que é a maior planície não urbanizada do litoral norte de São Paulo, Brasil. A área é constituída por baixas declividades e lençóis freáticos rasos, cercada pelas altas escarpas da Serra do Mar. Além disso, é afetada por chuvas orográficas e variação de marés, contribuindo para a ocorrência natural de inundações. Apesar da área à jusante ser densamente urbanizada, a bacia não é propriamente monitorada, tornando a previsão de futuros cenários com a tradicional modelagem hidrológica muito desafiadora, devido à falta de dados representativos. No presente estudo, a análise multicriterial para tomada de decisão (MCDA) foi utilizada para determinar os critérios mais impactantes na susceptibilidade às inundações do local. O cenário futuro foi baseado no uso e cobertura da terra proposto pelo Plano Diretor de Caraguatatuba. A pesquisa com especialistas usando o método Delphi e o Processo de Análise Hierárquica (AHP) foram associados para a atribuição e comparação por pares dos seguintes critérios: elevação, densidade de drenagem, chuva, declividade e Curva Número (CN), do Serviço de Conservação do Solo (SCS) dos Estados Unidos. A bacia foi discretizada em 11 sub-bacias, e vários métodos estatísticos e empíricos foram empregados para a parametrização do modelo multicriterial. Após a definição dos critérios e tratamento estatístico dos julgamentos de todos os especialistas, uma faixa limitada de pesos foi gerada, variando de 8,36 a 8,88, a qual foi efetivamente convertida para uma ampla faixa de valores de prioridade pelo uso de uma abordagem extendida do método AHP. A escala de julgamento da raiz quadrada aplicada no estudo gerou resultados de boa qualidade, onde a taxa de consistência foi de 0,0218 e o índice de consistência foi de 0,0244. Além disso, a análise de sensibilidade revelou a coerência do vetor peso, por meio da variação do critério de elevação (+10 % e -5%), afetando os pesos mas não a hierarquia. Posteriormente, todos os critérios foram implementados no sistema de informações geográficas (SIG). Foi realizada uma discussão minuciosa sobre a aquisição da variável CN, levando em consideração os tipos de solo brasileiros e as condições de saturação locais. As limitações do método SCS-CN foram destacadas, especialmente no que se refere à sua aplicação em bacias não monitoradas, quando não é possível calibrar ou validar o modelo. A estimativa e a calibração dos coeficientes de rugosidade de Manning nos principais cursos d'água também foram desenvolvidas no estudo, com base nos dados observados e medidos em trabalhos de campo. Os desvios médios absolutos entre os valores de Manning variaram de 0,004 a 0,008, mostrando que a metodologia proposta pode ser aplicada em quaisquer áreas de estudo, tanto para calibrar quanto para atualizar os coeficientes de rugosidade de Manning em diferentes períodos. A distribuição da função gamma foi utilizada para o cálculo das chuvas de projeto, que posteriormente foram utilizadas para a análise de correlação entre chuvas anuais e diárias. O Sistema de Análise Fluvial do Centro de Engenharia Hidrológica em 2 dimensões (HEC-RAS 2D) e o Sistema de Modelagem Hidrológica (HEC-HMS) foram utilizados para a calibração do parâmetro CN e para a validação do modelo. Os limites de inundação gerados no processo de vadidação (pelo modelo HEC-RAS 2D) foram muito similares aos gerados pela abordagem MCDA, correspondendo a 93,92 % e 96,31 %, respectivamente. Os métodos de interpolação foram essenciais para a distribuição temporal e espacial dos dados meteorológicos no modelo de precipitação-vazão usados para validação, e também no modelo MCDA implementado no SIG. A determinação final da probabilidade de susceptibilidade às inundações nas planícies estudadas foi baseada na soma ponderada espacial dos critérios atribuídos previamente. Por fim, os mapas de susceptibilidade às inundações foram gerados para os diferentes cenários. As simulações de diferentes padrões de chuva mostraram que este critério influenciou fortemente na probabilidade de suscetibilidade às inundações. Para a simulação de maiores elevações e chuvas máximas, o índice de susceptibilidade às inundações foi 4 (do total de 5). A maior contribuição do estudo foi na aquisição de parâmetros confiáveis por meio das técnicas propostas, que também podem ser utilizadas em outras áreas, principalmente onde os dados são escassos e há complexas limitações físicas envolvidas, visando o desenvolvimento urbano sustentável da regiãoAbstract: The significant development of Caraguatatuba Municipality is translated by its tourism potentiality, gas exploration, proximity to the Port of Sao Sebastiao and extension of the Tamoios Highway complex, particularly in the Juqueriquere River Basin, which is the major non-urbanised plains of the northern coastline of Sao Paulo, Brazil. The area is comprised of low slopes and shallow water tables, surrounded by the high elevations of the Serra do Mar mountains. Additionally, It is affected by orographic rainfalls and tide variation, contributing to the natural occurrence of floods. Even though the downstream area is densely urbanised, the watershed is not properly gauged, making it a challenging task for the prediction of future scenarios with the traditional hydrological modelling approach, due to the lack of representative data. In the current study, multicriteria decision analysis (MCDA) were used to determine the mostly impacting criteria to the local flood susceptibility. The future scenario was based on the land use and land cover proposed by the City Master Plan of Caraguatatuba. The expert-based survey using the Delphi method and the analytical hierarchical process (AHP) were associated with the attribution and pairwise comparison of the following criteria: elevation, density drainage, rainfall, slope and curve number (CN), from the US Soil Conservation Service (SCS). The watershed was discretised in 11 sub-basins, and several statistical and empirical methods were employed for the parameterisation of the multicriteria model. After the definition of the criteria and the statistical treatment of the judgements of all experts, a limited range of weights was derived, varying from 8.36 to 8.88, which was effectively converted to a larger ratio of priority values by the use of an extended approach of the AHP methodology. The root square judgement scale applied in the study generated good-quality results, where the consistency ratio was 0.0218 and the consistency index was 0.0244. Besides, the sensitivity analysis revealed the coherence of the weight vector, by the variation of the elevation criterion (+10 % and -5%), affecting the weights but not the hierarchy. Further, all the criteria were implemented in the geographical information system (GIS). There was a thorough discussion regarding the acquisition of the CN variable, taking into consideration the Brazilian soil types and the local saturated conditions. The constraints of the SCS-CN method were highlighted, especially regarding its application in ungauged basins, where it is not possible to calibrate or validate the model. The estimation and calibration of the Manning's roughness coefficients of the main watercourses were also developed in the study, based on the observed and measured data in field campaigns. The mean absolute deviations between the estimated and the calibrated Manning's values varied from 0.004 and 0.008, showing that the proposed methodology might be applied in any study areas, both to calibrate and to update the Manning's roughness coefficients in different periods. The gamma-function distribution was carried out to calculate the design rainfalls, which were later used for the correlation analysis of the annual and the daily rainfalls. The Hydrologic Engineering Center's River Analysis System 2D (HEC-RAS 2D) and the Hydrologic Modelling System (HEC-HMS) were used for the calibration of the CN variable and for the model validation. The inundation boundaries derived in the validation process (by the HEC-RAS 2D model) were very similar to the ones achieved by the MCDA approach, corresponding to 93.92 % and 96.31 %, respectively. The interpolation methods were essential for the spatial and temporal distribution of the meteorological data in the rainfall-runoff model used for validation, and also in the GIS-based MCDA model. The final determination of the likelihood of flood susceptibility in the studied plains was based on the spatially weighted summation of the previously attributed criteria. Finally, flood susceptibility maps were generated for the different scenarios. The simulations of different rainfall patterns showed that this criterion profoundly influenced the likelihood to flood susceptibility. For the simulation of higher elevations and maximum rainfalls, the achieved index of flood susceptibility was 4 (out of 5). The main contribution of the study was the achievement of reliable parameters by the proposed techniques, that may also be used in other areas, mainly where data is scarce and complex physical constraints are involved, targeting the sustainable urban development of the regionDoutoradoRecursos Hidricos, Energeticos e AmbientaisDoutora em Engenharia Civi

An Exploration of Neural Network Modelling Options for the Upper River Ping, Thailand

This thesis reports results from a systematic experimental approach to evaluating aspects of the neural network modelling process to forecast river stage for a large, 23,600 km2 catchment in northern Thailand. The research is prompted by the absence of evidenced recommendations as to which of the array of input processes, validations and modelling procedures might be selected by a neural network forecaster. The flood issue for forecasters at Chiang Mai derives from the monsoon rainfall, which leads to serious out-of-bank flooding two to four times a year. Data for stage and rainfall is limited as the instrumentation is sparse and the historical flood record is limited in length. Neural network forecasting models are potentially very powerful forecasters where the data are limited. The challenge of this catchment is to provide adequate forecasts from data for relatively few storm events using three stage gauges and one rain gauge. Previous studies have reported forecasts with lead times of up to 18 hours. Thus, one research driver is to extend this lead time to give more warning. Eight input determination methods were systematically evaluated through thousands of model runs. The most successful method was found to be correlation and stepwise regression although the pattern was not consistent across all model runs. Cloud radar imagery was available for a few storm events. Rainfall data from a network was not available so it was decided to explore the value of the raw cloud reflectivity data as a catchment-wide surrogate for rainfall, to enhance the data record and potentially improve the forecast. The limited number of events makes drawing conclusions difficult, but for one event the forecast lead time was extended to 24-30 hours. The modelling also indicates that for this catchment where the monsoon may come from the south west or the north east, the direction of storm travel is important, indicating that developing two neural network models may be more appropriate. Internal model training and parameterisation tests suggest that future models should use Bayesian Regularization, and average across 50 runs. The number of hidden nodes should be less than the number input variables although for more complex problems, this was not necessarily the case. Ranges of normalisation made little difference. However, the minimum and maximum values used for normalisation appear to more important. The strength of the conclusions to be drawn from this research was recognised from the start as being limited by the data, but the results suggest that neural networks are both helpful modelling processes and can provide valuable forecasts in catchments with extreme rainfall and limited hydrological data. The systematic investigation of the alternative input determination methods, algorithms and internal parameters has enabled guidance to be given on appropriate model structures

Opportunities for short-sea shipping in the Southern African Development Community (SADC) region: evidence based on discrete choice modelling

The thesis investigates the development of short-sea shipping (SSS) in the Southern African Development Community (SADC) region by studying the determinants of SSS, the stated choice preference of shippers and freight forwarders and the stated intentions of maritime carriers for SSS. It is purported the introduction of SSS in SADC could reduce socio-environmental problems currently faced such as road damage, road congestion, pollution and transport related accidents. Discrete choice modeling (DCM) is employed as the main methodology to study shipper and carrier behavior. Discrete choice modeling permits the construction of general utility functions incorporating various decision maker characteristics and choice attributes to elicit preference of respondents. The general postulate in DCM is that utility is derived from the properties of things rather than the actual thing per se. A particular benefit of DCM in this study is the elicitation of preference for services and interventions that have not been introduced by SSS. The first step in the study is a theoretical investigation of the potential of SSS in the SADC region. It highlights the policy initiatives, the barriers and enablers related to the development of SSS. The proposed SSS system would have three main roles: to offer an alternative mode of freight transport service between port cities, to serve as the main leg in an intermodal transport network, and to serve feeder services between hub-and-spoke ports. The findings reveal that, SSS has the theoretical potential to work in the SADC region, given the large geographic region, projected freight volumes and customs and trade policies the SADC region is pursuing. The second step in the study involves an a-priori study conducted to develop a general understanding of freight transport in SADC. For this purpose, a uniquely developed online survey was conducted across the SADC region to ascertain in particular: who the decision maker is in terms of freight mode choice; and what the significant attributes that influence freight mode choice are. The results reveal that both the shipper and the freight forwarder are involved in mode choice decisions, however the shipper being the dominant decision maker. Furthermore, the results of the exploded logit model reveal that the top five modal attributes that shippers consider most important are: reliability, transport cost, risk of damage, frequency of service and transit time. These results were subsequently employed to inform the shipper and carrier behavior studies. The third step entails the assessment of shipper behavior, where trip specific mode choice decisions are studied along five intra-urban origin-destination (O-D) paired routes (which would form the study corridors). Three of these corridors considered unimodal SSS, and the two considered intermodal SSS. Unimodal SSS was studied along the following corridors: Cape Town (South Africa)~ Walvis Bay (Namibia), Walvis Bay (Namibia) ~ Luanda (Angola) and Durban (South Africa) ~Beira (Mozambique); and intermodal SSS was studied along the following corridors: Durban (South Africa) ~ Harare (Zimbabwe) and Cape Town (South Africa) ~ Windhoek (Namibia). To develop the choice scenarios, d-efficient stated choice experiments were uniquely developed for each of the corridors with the following key modal attributes systematically varied and analyzed across respondents: service frequency, reliability in terms of arriving on time, expected delay, transport cost and transport time. Subsequently, the following choice models were developed: Binary Logit, Mixed Logit and Integrated Choice and Latent Variable Structure models for the unimodal corridors; and Multinomial Logit, Nested Logit and Cross Nested Logit models for the intermodal corridors. The results highlight that in addition to the modal attributes, mode choice decisions are driven by shipper characteristics and situational characteristics. Moreover, the unimodal SSS study reveals that underlying latent perceptions also influence freight mode choice decisions; while the intermodal SSS study reveal strong correlations in the intermodal SSS alternatives, which requires improved intermodal capability if SSS is to become competitive. The fourth step in the study entail the assessment of maritime carriers preference for SSS given varying levels of maritime conditions that include: dedicated freight volumes, income from freight, port dues discount, terminal handling fees discount and ship registration requirements. The results of an ordered logit model reveal that ship registration provisions and terminal handling charges are the most important to the development of SSS from a carrier side. Moreover, ship registration and maritime cabotage provisions require visitation to boost the participation of carriers in SSS. The last step of the study revisits the modeling results and considers their implications through the estimation of willingness-to-pay and attribute elasticities. The results were then employed to suggest policy actions and interventions to develop SSS

Against the Tide. A Critical Review by Scientists of How Physics and Astronomy Get Done

Nobody should have a monopoly of the truth in this universe. The censorship and suppression of challenging ideas against the tide of mainstream research, the blacklisting of scientists, for instance, is neither the best way to do and filter science, nor to promote progress in the human knowledge. The removal of good and novel ideas from the scientific stage is very detrimental to the pursuit of the truth. There are instances in which a mere unqualified belief can occasionally be converted into a generally accepted scientific theory through the screening action of refereed literature and meetings planned by the scientific organizing committees and through the distribution of funds controlled by "club opinions". It leads to unitary paradigms and unitary thinking not necessarily associated to the unique truth. This is the topic of this book: to critically analyze the problems of the official (and sometimes illicit) mechanisms under which current science (physics and astronomy in particular) is being administered and filtered today, along with the onerous consequences these mechanisms have on all of us.\ud \ud The authors, all of them professional researchers, reveal a pessimistic view of the miseries of the actual system, while a glimmer of hope remains in the "leitmotiv" claim towards the freedom in doing research and attaining an acceptable level of ethics in science

Sustainable Construction Engineering and Management

This Book is a Printed Edition of the Special Issue which covers sustainability as an emerging requirement in the fields of construction management, project management and engineering. We invited authors to submit their theoretical or experimental research articles that address the challenges and opportunities for sustainable construction in all its facets, including technical topics and specific operational or procedural solutions, as well as strategic approaches aimed at the project, company or industry level. Central to developments are smart technologies and sophisticated decision-making mechanisms that augment sustainable outcomes. The Special Issue was received with great interest by the research community and attracted a high number of submissions. The selection process sought to balance the inclusion of a broad representative spread of topics against research quality, with editors and reviewers settling on thirty-three articles for publication. The Editors invite all participating researchers and those interested in sustainable construction engineering and management to read the summary of the Special Issue and of course to access the full-text articles provided in the Book for deeper analyses