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The purpose of this paper is to present a model for a comprehensive and integrated approach to managing interface conflict from the early stages of a dam construction project.

A case study methodology is adopted. Following comprehensive literature review, qualitative data were gathered from case studies through interviews conducted on the Middle Marsyangdi Hydroelectric Project (MMHEP) dam project in Nepal. Causal loop diagrams on the typical evolution of key indicators of interface conflict were then developed and a simulate‐able model of interface conflict was derived using system dynamic modeling technique. The model was then simulated to derive viable policies for future management of dam construction projects in developing countries.

The study reveals that interface conflicts at the construction stage of projects are caused mainly by lack of effective Environmental Impact Assessment, public participation and mutual consultation, on timely basis and accurate information from the early stages of projects. The system dynamic model is able to replicate general behavior of evolution of interface conflict in a dam construction project. Furthermore, the study explored three viable policies to avoid and minimize interface conflict in the construction stage of a dam project. The policies were tested and demonstrated to be useful in improving the value of projects to stakeholders. It is demonstrated that a combination of policies is better than adopting a single policy to stakeholder management.

The paper demonstrates the utility of system dynamics as a modeling tool for understanding the dynamics of conflicts on dam construction projects. The model should be helpful to policy makers on large projects, especially those likely to be subject to social and environmental conflict. Policies derived from the model have the potential of being used to assess and take proactive measures to manage conflicts effectively and efficiently from early in a project's life.

Construction projects commonly encounter complicated delay problems. Over the past few decades, numerous delay analysis methods (DAMs) have been developed. There is no consensus on whether existing DAMs effectively resolve delays, particularly in the case of complex concurrent delays. Thus, the primary objective of this study is to undertake a comprehensive and systematic literature review on concurrent delays, aiming to answer the following research question: Do existing delay analysis techniques deal with concurrent delays well?

This study conducts a comprehensive review of concurrent delays by both bibliometric and systematic analysis of research publications published between 1982 and 2022 in the Web of Science (WoS) and Scopus databases. For quantitative analysis, a bibliometric mapping tool, the VOSviewer, was employed to analyze 68 selected publications to explore the co-occurrence of keywords, co-authorship and direct citation. Additionally, we conducted a qualitative analysis to answer the targeted research question, identify academic knowledge gaps and explore potential research directions for solving the theoretical and practical problems of concurrent delays.

Concurrent delays are a critical aspect of delay claims. Despite DAMs developed by a limited number of research teams to tackle issues like concurrence, float consumption and the critical path in concurrent delay resolution, practitioners continue to face significant challenges. This study has successfully identified knowledge gaps in defining, identifying, analyzing and allocating liability for concurrent delays while offering promising directions for further research. These findings reveal the incompleteness of available DAMs for solving concurrent delays.

The outcomes of this study are highly beneficial for practitioners and researchers. For practitioners, the discussions on the resolution process of concurrent delays in terms of identification, analysis and apportionment enable them to proactively address concurrent delays and lay the groundwork for preventing and resolving such issues in their construction projects. For researchers, five research directions, including advanced DAMs capable of solving concurrent delays, are proposed for reference.

Existing research on DAMs lacks comprehensive coverage of concurrent delays. Through a scientometric review, it is evident that current DAMs do not deal with concurrent delays well. This review identifies critical knowledge gaps and offers insights into potential directions for future research.

Dams require high-volume of construction materials and operations over the life cycle. This paper aims to select a proper type of dam structure that can significantly contribute to the sustainability of dam projects.

This research proposes a complementary fuel consumption and carbon dioxide (CO₂) emission assessment method for the alternate dam structure types to assist decision-makers in selecting sustainable choices. Related equations are developed for two common earthen and rock-fill dam structures types in Iran. These equations are then successfully applied to two real dam project cases where the significance of the achieved results are assessed and discussed.

The achieved results of the case studies demonstrate a high deviation of up to 41.3% in CO₂ emissions comparing alternate dam structure scenarios of earthen and rock-fill dam structures. This high deviation represents an important potential for CO₂ emission reduction considering the high volume of the emission in large dam projects.

The life cycle emission assessment of the alternate dam structures, proposed in this research as a novel complementary factor, can be used in the decision-making process of dam projects. The results in this research identify high potential sustainability improvement of dam projects as a result of the proposed method.

Societal needs produce infrastructural demands that often, require innovative industrial solutions to optimally satisfy them. One such need is fresh clean water and this has been met in part, by a global infrastructure of dams and reservoirs. Dams have borne witness to their innovative construction design, technology and management (CDTM) over the years and the purpose of this paper is to examine an example of this, relating to Claerwen dam in Great Britain.

The study used historical case study method based on Busha and Harter's (1980) model, to accommodate synthesis of extant, historical and archive data. Subsequent archival data analysis is founded predominately on document synthesis and embraces a longitudinal character.

Benefiting incontrovertibly from industrial innovations, Claerwen was constructed in markedly different ways from its “sister” phase 1 Elan Valley dams built 50 years earlier, to uniquely combine vernacular aesthetic with contemporary CDTM of the time and create a reservoir with capacity almost equal to that of the entire phase 1 dams combined.

Findings offset a dearth of historical construction research more generally; and that relating to dam infrastructure, more specifically.

Minimal literature exists regarding innovations in British dam building so the study is especially original in that respect.

The purpose of this study is to develop a stochastic finite element method (FEM) to solve the calculation precision deficiency caused by spatial variability of dam compaction quality.

The Choleski decomposition method was applied to generate constraint random field of porosity. Large-scale laboratory triaxial tests were conducted to determine the quantitative relationship between the dam compaction quality and Duncan–Chang constitutive model parameters. Based on this developed relationship, the constraint random fields of the mechanical parameters were generated. The stochastic FEM could be conducted.

When the fully random field was simulated without the restriction effect of experimental data on test pits, the spatial variabilities of both displacement and stress results were all overestimated; however, when the stochastic FEM was performed disregarding the correlation between mechanical parameters, the variabilities of vertical displacement and stress results were underestimated and variation pattern for horizontal displacement also changed. In addition, the method could produce results that are closer to the actual situation.

Although only concrete-faced rockfill dam was tested in the numerical examples, the proposed method is applicable for arbitrary types of rockfill dams.

The value of this study is that the proposed method allowed for the spatial variability of constitutive model parameters and that the applicability was confirmed by the actual project.

Large dams have played a key role in the economic development of a country. They serve a variety of purposes, including electricity generation, flood control and irrigation. Nevertheless, development-induced forced migration of human population for the construction of Tehri Dam in Old Tehri of Garhwal–Himalayan region of Uttarakhand has invited lot of controversy in the recent past. A new city has been designed and presented by the government as a solution for the new settlement of migrated people. A large dam has enormous consequences for people's lives and livelihoods. Tehri Dam transforms landscapes of the region greatly, creates risks of irreversible impacts including controversial issues such as displacement and resettlement and also alters the natural functioning of the entire ecosystem. As a consequence of ecological disruption, a large number of human populations lost their migratory routes and considered as ecological refugees in their new habitat. The present study aims to understand how the forced migration has changed people's daily lives in social, cultural, religious and economic aspects. People's perceptions were discerned through participatory discussions. The field work has been carried out through direct communion with the villagers to explore how the government has reacted to the voices of the resettled citizens and how the development process has affected traditional livelihoods of the rural communities.

Drought and salinity intrusion aggravated by climate change threaten agricultural livelihoods in Viet Nan's Mekong Delta. In response, authorities have built water management infrastructure for irrigation and salinity protection. This study assessed the impact of one such project, the Ba Lai dam in Ben Tre province, on the livelihoods of aquaculture farmers.

This study uses the Sustainable Livelihoods Framework to assess the impact of the Ba Lai dam on the livelihood capitals of 18 farming households in four communes, located both upstream and downstream of the dam.

The authors find that, apart from some positive effects, the dam has also brought negative environmental consequences, such as increased water pollution. The authors also find that farmers have responded to the changes by adapting their livelihood practices.

The samples were relatively small, encompassing four communes in Ben Tre province. On the other hand, this case study is instructive to the many ongoing infrastructure projects in the Vietnamese Mekong Delta.

The project have caused an increase in water-related social conflict.

The case of the Ba Lai dam provides a cautionary example for infrastructure-based water management plans, both in Viet Nam and more broadly. The study suggests the need to strengthen community participation and prioritize impacts of farmers' capital assets when constructing water management infrastructure for climate change adaptation.

This proposal is a case study of the Belo Monte dam. The article deals with human rights and environmental violations arising from the construction of the Belo Monte Hydroelectric Power Plant in the northern region of Brazil. This paper aims to evidence human rights violations brought by the construction Belo Monte dam, a glimpse of the COVID-19 scenario and how Brazilian regulation allowed those violations.

To achieve the objective of this article, the Brazilian norms, public policies and the current situation of the affected communities were analyzed, focusing on the human rights violations and the historical timeline of this mega-project. The analysis was directed to the hardcore social sciences, considering analytical and qualitative research.

The data gathered and the references consulted proved that many human rights violations occurred and that the vulnerability of indigenous and local people increased with the construction of the Belo Monte Hydroelectric Power Plant in the northern region of Brazil. The COVID-19 pandemic exacerbated this adverse scenario since indigenous and local people already had their vulnerabilities increased with the construction of Belo Monte.

The Belo Monte Dam has had severe and irreversible impacts on the lives of local communities, especially indigenous peoples, as it had destroyed their culture and the environment. The authors were not able to do fieldwork, due to the great distance of the dam. In this sense, the research does not cover all the social–environmental issues, as an ethnographic approach is necessary.

The authors intend to bring attention to harms caused to indigenous people and the local communities, expecting to create an alert of what this kind of project can do to vulnerable peoples' life, especially now with the pandemic scenario, which makes indigenous and traditional communities more vulnerable to diseases due to the loss of their territories.

The purpose of this paper is to examine vulnerability conditions to flood disasters in Tokwe-Mukorsi community, Zimbabwe and identifies the barriers that constrained the community from relocating to safe sites.

Using a questionnaire survey, field observations and interviews, the paper examines the biophysical and social vulnerability of the Tokwe-Mukorsi community, Zimbabwe, as well as the barriers that prevented it from relocating to safe sites. A thematic analysis of the large volumes of qualitative data from interviews and walk-through analyses was conducted. Descriptive statistics were used in analysing quantitative data from questionnaires.

Results reveal that households living upstream and downstream of the dam were highly vulnerable to floods. Their biophysical vulnerability was partly induced by the construction of the dam whose basin encroached into the farming and settlement area. The extremely vulnerable group were households living below level of 660 m where five saddle dams had been constructed. The built environment of the community exhibited ignorance of standard building codes. The poor socio-economic conditions of the community and the incessant rains experienced over two weeks contributed to the flood disaster in early 2014. The Tokwe-Mukorsi community failed to relocate to safe places partly due to lack of compensation, absence of basic infrastructure and drought occurrence in relocation sites.

The calculation of social vulnerability indices is beyond the scope of this study due to non-availability of quantitative data at community level.

This paper provides a comprehensive understanding of why some communities may fail to relocate despite being highly vulnerable to flood disasters.

This study aims to assess how small check dams built across rivers in India’s drylands can revitalize rivers during dry season and mitigate local climate change consequences. The surface- and groundwater resources are increasingly under pressure throughout India. The imminent climate change consequences will further aggravate the crisis and this paper has addressed this difficult issue.

This study was conducted in India’s dryland districts, namely, Dahod in Gujarat and Jhalawar and Banswara in Rajasthan state, to assess the impacts of small dams. Data on dams, sustainability, groundwater levels and benefits to farmers were systematically collected to analyze advantages offered by check dams with reference to climate change mitigation.

The study shows that 356 check dams built during 1990-2012 across the tribal drylands of India, with a cost of USD 17 million, benefited over one million people from farming communities. The dams also increased groundwater levels in villages, revived rivers during dry season and increased forest growth along rivers, ultimately mitigating local climate change-imposed negative consequences.

Data on small dams are limited in India, as public have no access to such data because the work is done mainly by local contractors.

The check dams, the role of which is highlighted here, are simple, eco-friendly and cost-effective. If it is adopted across the vast drylands of India and elsewhere, it has the potential to increase agricultural output; guarantee food security; enhance groundwater resources; and, above all, mitigate local climate change consequences.

If check dams are built in large numbers across India, it has the potential to increase agricultural output; guarantee food security; enhance groundwater resources; and, above all, mitigate climate change.

The highlighted results and discussion will guide scientists, politicians and policymakers to make informed decisions to combat India

s future climate change consequences.