Relevant bibliographies by topics / Hydraulic structures Developing countries Design and construction

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Academic literature on the topic 'Hydraulic structures Developing countries Design and construction'

Author: Grafiati
Published: 10 December 2022
Last updated: 31 July 2025

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Journal articles on the topic "Hydraulic structures Developing countries Design and construction"

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Ogbozige, Francis. "Development of Intensity-Duration-Frequency (IDF) Models for Manually Operated Rain Gauge Catchment: A Case Study of Port Harcourt Metropolis Using 50 Years Rainfall Data." Tanzania Journal of Engineering and Technology 40, no. 2 (2022): 33–44. http://dx.doi.org/10.52339/tjet.v40i2.731.

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Hydraulic structures such as surface drainages and culverts are usually constructed in urban areas with the intention of draining runoff into nearby streams and rivers in order to avoid flooding. However, most of these structures frequently fail to serve the intended use due to the occurrence of high intensity rainfall accompanied with long duration, which produce runoff discharge higher than their designed capacities. This is common in many developing countries as drainages and culverts are most times constructed without considering hydrological analysis of the catchment. Hence, this research
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Adnan, Muhammad, Faiza Khalid, and Majid Ali. "Compressive Behavior of Interlocking Plastic Blocks Structural Elements Having Slenderness." Buildings 12, no. 12 (2022): 2257. http://dx.doi.org/10.3390/buildings12122257.

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Earthquakes are among of the most harmful and potentially fatal natural disasters. Masonry structures in seismic zones of urban and rural areas around the world pose a threat to human life. Housing that is both affordable and earthquake-resistant in earthquake-prone areas is currently in demand in developing countries. For affordable earthquake-resistant structures in earthquake-prone areas, numerous researchers have studied mortar-free interlocking structures. Plastic blocks are used in order to reduce the mass of the overall structure. To start with, structures under gravity are explored fir
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A. K. Aldungarova, T. Mkilima, Ye. B. Utepov, A. S. Tulebekova, and Sh. Zh. Zharassov. "COMPARATIVE ANALYSIS OF REGULATORY DOCUMENTS IN THE DESIGN AND OPERATION OF DAMS." Science and Technology of Kazakhstan, no. 3.2021 (September 27, 2021): 85–94. http://dx.doi.org/10.48081/vhwm9115.

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The design parameters and characteristics of dams were estimated during the design of dams in the 40–60th of the last century, and require updating, as well as changing the existing methodological approach to their determination. In the article the data of the current state, regulatory, technical and literary sources used at designing, construction and operation of hydraulic structures (HS) are collected, the comparative analysis of normative and technical documentation of the Republic of Kazakhstan, European countries, the USA, China, etc. used at designing and operation of dams is carried ou
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Shunko, Natalia V., Nikolay D. Zuev, and Philip V. Kotov. "A study of the wave action on the structure of a connecting dam at the sea coal terminal." Vestnik MGSU, no. 10 (October 2022): 1372–80. http://dx.doi.org/10.22227/1997-0935.2022.10.1372-1380.

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Introduction. The authors present the findings of the physical modeling of the wave impact on the hydraulic structures of the construction facility known as “An offshore coal terminal at Syradasay coal deposit”. The authors have analyzed the experimental studies to provide recommendations on the most effective structural design of the connecting dam.
 
 Materials and methods. The method of physical modeling was employed to conduct the experimental studies Most of construction sciences are based on experimental research and, if the scientific support of structures, including those dea
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Kumar1, K. Harish. "A study on Construction Practices of Non-Engineered Structures in Different Countries." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 03 (2025): 1–9. https://doi.org/10.55041/ijsrem42213.

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- Non-engineered buildings or structures are the oldest type that where the majority of population lives. This type of structures is very popular in many countries because in the olden days there is a lack of knowledge towards the structures. Unfortunately, this type of structures susceptible to many natural disasters, especially earthquakes and loss of death rate of people is also high due to this type of disasters. As we know that the construction practices and skills of workers differ from country to country, strength of this type of structures also differs. A sample study was conducted on
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Chanu, Ningthoujam Monika, and Radhikesh Prasad Nanda. "A Proposed Rapid Visual Screening Procedure for Developing Countries." International Journal of Geotechnical Earthquake Engineering 9, no. 2 (2018): 38–45. http://dx.doi.org/10.4018/ijgee.2018070103.

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Many earthquakes in the past had shown that major damage to structures took place in the absence of proper design, construction, and quality control. Based on the extent of damages caused by earlier earthquakes and the building vulnerability parameters that has caused the damages, a statistical analysis was carried out to develop a vulnerability score sheet. In this score sheet, a vulnerability score is computed considering building attributes such as soft storey, substantial overhang, re-entrant corners, the age of buildings, apparent material and construction quality, eccentric staircase loc
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Imai, Hiroshi, Chikahiro Minowa, Angelito G. Lanuza, et al. "A Full-Scale Shaking Table Test on Philippine Concrete Hollow Blocks (CHB) Masonry Houses." Journal of Disaster Research 10, no. 1 (2015): 113–20. http://dx.doi.org/10.20965/jdr.2015.p0113.

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Most of the human casualties in past earthquakes were attributed to the collapse of buildings, particularly masonry constructions in developing countries. Most of these buildings are categorized into “Non-Engineered Construction.” In effect, these structure are spontaneously and informally constructed in various countries in a traditional manner without any or with little intervention in their design by qualified architects and engineers. Unfortunately, these types of buildings have been extensively constructed in most of the seismic prone areas in developing countries. Therefore, the safety o
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Mamboleo, Martin, and Enahoro Agbede Oluwatayo. "Best Practices in River Water Restorations from Industrial Pollutions in Developing Countries." International Journal of Current Science Research and Review 07, no. 05 (2024): 2873–80. https://doi.org/10.5281/zenodo.11212781.

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Abstract : The main problems faced by damaged rivers in developing countries are the deterioration of water quality due to the release of domestic and industrial pollutants and changes in hydrological processes caused by the construction of hydraulic structures. The main objective of this study was to provide an overview of the best river restoration methods for developing countries and outline the best process that can be used in planning the river restoration process. The study adopted the Preferred Reporting Items for Systematic Review and Meta-Analysis Protocols (PRISMA-P) and a literature
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Ignatenko, O. "SPATIAL COATINGS AS THE MOST COMPLEX STRUCTURAL ELEMENTS IN THE CONSTRUCTION OF LARGE-SPAN BUILDINGS." Znanstvena misel journal, no. 93 (August 30, 2024): 35–42. https://doi.org/10.5281/zenodo.13583180.

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The purpose of this article is to determine the most difficult to install structural components of large-span buildings. Determination of the most complex structures for installation processes was carried out on the basis of comparative analysis on the indicators of labor intensity, volumes and complexity of installation works, hazard level of works at high altitudes, involvement of high-capacity cranes or powerful hydraulic lifts in erection processes, complex configuration and weight of mounted structures. Large-span coatings are the most difficult to erect from the entire list of bearing an
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Abramov, Volodymyr. "Analytical and finite element calculations of road structures of different forms from corrugated metal according to the deformation criterion." Dorogi i mosti 2025, no. 31 (2025): 234–43. https://doi.org/10.36100/dorogimosti2025.31.234.

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Introduction. Structures made of metal corrugated structures (MCS) – culverts, small and medium-sized bridges, overpasses – are quite common modern objects of transport and hydraulic construction in many countries of the world. At the proper level of design, such road constructions are much more efficient than constructions in terms of their technical and economic indicators of the same class from massive reinforced concrete and metal structures. Therefore, it is important to have more ideas about the operation of these rational and specific objects under the road embankment in the “building –
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Book chapters on the topic "Hydraulic structures Developing countries Design and construction"

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Biswal D.R., Dash S.R., and Sahoo U.C. "Characterization of lateritic soils/gravels for their suitability as a pavement material - a review." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-608.

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Lateritic soils are formed by intensive weathering and decomposition of rocks in the tropical and subtropical climate. These are secondary oxides of iron, aluminum and silicon with some calcium and/or magnesium and usually formed as a result of leaching of free silica and bases and accumulation of oxides of iron and aluminum due to heavy rains and high temperatures. Therefore the mineralogical, chemical and geotechnical characteristics of lateritic soils are largely dependent on the place of their origin. Shortage of crushed rock aggregates for pavement base and sub-bases along with the scope
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Geng, Weimin, Xiaochao Fu, Renzheng Gu, and Jun Yan. "DMA Design of Water Distribution System Combined with Hydraulic Modelling." In Advances in Transdisciplinary Engineering. IOS Press, 2022. http://dx.doi.org/10.3233/atde220108.

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Developing countries in Asia face challenges in reducing Non-revenue Water (NRW) and long-term effort is required for water supply companies. The strategies to address NRW mainly include increasing metering accuracy, pipeline rehabilitation, water use management etc., and District Meter Area (DMA) is one of efficient methods to control NRW. This paper describes methodology of designing DMA for water distribution network combined with hydraulic modelling in City A of South Asia. DMA design was implemented and the objection of the project is to reduce the present high levels of NRW. Firstly refe
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Conference papers on the topic "Hydraulic structures Developing countries Design and construction"

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Fan, Bowen, Tao Wang, Hegao Wu, Kai Yang, Suifeng Wang, and Songcheng Liu. "Seepage and Stress Analysis of High-Pressure Bifurcated Pipes in a Pumped Storage Power Station." In 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0114.

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ABSTRACT The filling and drainage process of high-pressure bifurcated reinforced concrete pipes in pumped storage power stations (PSPS) can significantly affect the propagation of cracks in the reinforced concrete lining, which in turn impacts the structural safety and long-term stress state of the reinforced concrete lining. Specifically, we study the reinforced concrete bifurcated pipes of a PSPS in China. We use the finite difference method to simulate the fluid-structure interaction and analyze the critical penetration pressure and propagation of cracks in the lining during the water filli
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Fan, Xuhao, Haizhu Wang, Mingsheng Liu, et al. "Study of High-Temperature HDR Fracture Features Under True-Triaxial Stress with Supercritical CO2 Fracturing." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-1015.

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ABSTRACT: The paper presents fracturing experiments on Hot Dry Rock using water and SC-CO2 (supercritical CO2) to obtain the characteristics of fracture morphologies under actual temperature and pressure conditions. These experiments utilized an in-house developed, real-time, high-temperature, high-pressure, true triaxial experimental system. The study investigates fracture propagation characteristics under various formation stresses and initial rock temperatures while quantitatively analyzing post-fracturing parameters such as fractal dimension, using tools like surface profilometers. The res
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Soares, José, Pedro Pacheco, Hugo Coelho, André Resende, Diogo Carvalho, and Alberto Torres. "General approach to safety and risk management in bridge construction." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0794.

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<p>Modern bridge construction equipment are actual living structures, in which human activity plays an important role in equipment safety and structural performance.</p><p>Demand for high productivity pushes the development of increasingly audacious structural concepts, leading to integration of high capacity hydraulic components as pure structural elements.</p><p>The use of large movable structures (LMS) such as launching gantries (LG) or movable scaffolding systems (MSS) is widespread in Europe and North America and specialized crews have been trained throughout
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"Research on online public participation and online platform construction for historical block protection in the data age." In 55th ISOCARP World Planning Congress, Beyond Metropolis, Jakarta-Bogor, Indonesia. ISOCARP, 2019. http://dx.doi.org/10.47472/nidh8405.

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With the implementation of benefit-oriented urban renewal, many historical blocks have lost their identifiability. The historical block is an external entity that is a presentation of urban culture. The disappearance and homogenization of the historical block have directly led to the city losing its place attachment, with the overall identifiability of urban areas becoming weakened. Therefore, it is essential to develop a strategy to protect historical block identifiability in urban planning. Traditional urban planning is dominated by government and developers and is highly dependent on planne
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Qu, Liming, Wei Zhou, Zhibin Jiang, et al. "Research on Production Improvement With Static and Dynamic Geomechanical Modelling For Hydraulic Fracture Optimization in Unconventional Resource-A Case Study from China." In International Petroleum Technology Conference. IPTC, 2024. http://dx.doi.org/10.2523/iptc-23697-ms.

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Abstract Unconventional oil and gas resources have extremely high reserves, and various countries have increasingly emphasized their development and utilization. Horizontal well fracturing with multiple clusters is one of the most critical technologies for economically and efficiently developing such reservoirs. At present, when studying the fracture extension law of horizontal well fracturing with multiple clusters, most of the injected fluids are pure fluids, and proppant is seldom considered. When optimizing the fracture parameters of horizontal wells, it is generally assumed that the fract
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Horn, Agnes Marie, Tauhid Rahman, Ilson Pasqualino, et al. "Committee V.8: Subsea Technology." In 21st International Ship and Offshore Structures Congress, Volume 2. SNAME, 2022. http://dx.doi.org/10.5957/issc-2022-committee-v-8.

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Committee Mandate Mandate: Concern for the safety and structural reliability of subsea production systems for oil and gas offshore. This shall include subsea equipment for production and processing, flowlines and risers, with emphasis on design, fabrication, qualification, installation, inspection, maintenance, repair, life extension and decommissioning. Structural design for flow assurance and safe underwater operations shall be considered. Introduction The offshore and subsea industry is getting more complex with higher pressures, higher temperatures and increased water depths. Technology de
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