The urban informal settlements are particularly vulnerable to flooding events, due to both their generally poor quality of construction and high population density. An integrated approach to the analysis of flooding risk of informal settlements should take into account, and propagate, the many sources of uncertainty affecting the problem, ranging from the characterization of rainfall curve and flooding hazard to the characterization of the vulnerability of the portfolio of buildings. This paper proposes a probabilistic and modular approach for calculating the flooding risk in terms of the mean annual frequency of exceeding a specific limit state for each building within the informal settlement and the expected number of people affected (if the area is not evacuated). The flooding risk in this approach is calculated by the convolution of flooding hazard and flooding fragility for a specified limit state for each structure within the portfolio of buildings. This is achieved by employing the flooding height as an intermediate variable bridging over the fragility and hazard calculations. The focus of this paper is on an ultimate limit state where the life of slum dwellers is endangered by flooding. The fragility is calculated by using a logic tree procedure where several possible combinations of building features/construction details, and their eventual outcome in terms of the necessity to perform structural analysis or the application of nominal threshold flood heights, are taken into account. The logic tree branch probabilities are characterized based on both the orthophoto recognition and the sample in situ building survey. The application of the methodology is presented for Suna, a sub-ward of Dar es Salaam City (Tanzania) in the Msimbazi River basin having a high concentration of informal settlement

Orientation: Organisations need energetic and dedicated employees to enhance the quality of their services and products continuously. According to the Conservation of Resources Theory, it is possible to increase work engagement of employees by improving their personal resources.Research purpose: The main aim of this study was to examine the extent to which an improvement in psychological capital, as a personal resource, might enhance work engagement of employees in the public sector.Motivation for the study: This study was developed to investigate how and to what extent interventions aiming at fostering higher work engagement through the enhancement of psychological capital were certainly effective.Research design, approach and method: To improve psychological capital, a new resource-based intervention programme (FAMILY intervention) was developed and applied, in which six dimensions – namely framing, attitudes, meaningfulness, identity, leading self and yoked together – were improved. A semi-experimental research design (pre-test and post-test) was used to conduct this study. Participants were 54 employees working in an Italian public health administration. In the pre-test and post-test stages, data were collected by using the psychological capital and work engagement scales.Main findings: Results showed that there is a positive relationship between psychological capital and work engagement in the pre-test and post-test stages, considered separately. In addition, comparing pre-test and post-test results revealed that the intervention programme significantly improved both psychological capital and work engagement. This shows that an improvement in psychological capital is consistent with an increase in work engagement.Conclusion: Together, these findings prove that psychological capital can be considered as a set of personal resources which lead to increased work engagement.Contribution/value-add: This study bridged the gap found in the literature between the role of psychological capital in fostering higher work engagement and the extent to which interventions are effective among employees working in public administration.

In recent years, the use of turbines or Pumps operating As Turbines (PATs) has been proven to be a sustainable alternative for managing Water Distribution Networks (WDNs), by coupling pressure control and leakage reduction with hydropower generation.\ud Pumps running in reverse mode can be an effective alternative to using turbines for energy production in WDNs. Many commercial models are readily available on the market and a number of economic and technical advantages for installation, operation and maintenance can be found. Theoretical and experimental criteria for predicting pump performance in turbine mode and for the optimal installation of a PAT in WDNs can be found in the literature. Nevertheless, the prediction of PAT characteristic curves is still an unresolved issue, because of the lack of information provided by manufacturers and the few laboratory campaigns that focus on the topic.\ud For this purpose, the laboratory results in the present study aim to assess the performance of pumps operating in reverse mode. Two centrifugal pumps were investigated: a centrifugal horizontal single-stage pump and a vertical multi-stage pump. Experiments were compared with theoretical models available in the literature, in order to assess their reliability in predicting PAT performance when data are lacking

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