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Relevant bibliographies by topics / Bridge-bank

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Academic literature on the topic 'Bridge-bank'

Author: Grafiati

Published: 28 May 2022

Last updated: 30 July 2025

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Journal articles on the topic "Bridge-bank"

1

Yashchenko, Kateryna. "Bridge Bank as a bank failure management tool: Ukraine’s case." Visegrad Journal on Human Rights, no. 4 (December 26, 2023): 98–102. http://dx.doi.org/10.61345/1339-7915.2023.4.17.

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The article aims to present an overview of Ukraine’s framework and experience on application of the bridge bank as a bank failure management tool. Ukraine’s regime, which is a single-track regime, allows using a bridge bank to deal with failures of any bank, including small and medium sized banks. System analysis of first and second level acts, as well as available scientific publications served as a methodological basis for the research. It may be concluded that Ukraine’s framework includes two variations of the bridge bank. As a general rule, a bridge bank shall be created for three months a

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Li, Shiya, Guowen Yao, Gaofeng Zhang, et al. "Study on the Damage Mechanism of Bank Slope-Bridge Pile Foundation Interaction under Reservoir Water Level Cycle." Applied Sciences 13, no. 12 (2023): 7014. http://dx.doi.org/10.3390/app13127014.

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The physical and mechanical properties of the reservoir bank slope deteriorate under the fluctuation of water level, causing bank debonding and slippage, which can produce different degrees of damage to the bridge foundation, piers, and superstructure, a condition that is difficult to treat. In this paper, for a Yangtze River Bridge bank slope instability problem in the Three Gorges reservoir area, a numerical model of the bank slope and bridge was established using the finite element-SPH conversion coupling algorithm, and the pile pier damage development law and damage mode (deformation and s

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Andrei, R. G., R. R. Kaushik, and R. W. Reinaker. "Bridge capacitor bank design and operation." IEEE Transactions on Power Delivery 11, no. 1 (1996): 227–33. http://dx.doi.org/10.1109/61.484020.

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Huang, Jian, Shixiong Tang, Zhiqing Liu, et al. "A Case Study for Stability Analysis of Toppling Slope under the Combined Action of Large Suspension Bridge Loads and Hydrodynamic Forces in a Large Reservoir Area." Water 15, no. 23 (2023): 4037. http://dx.doi.org/10.3390/w15234037.

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The foundation of a large river crossing bridge is often located on high and steep slopes in mountainous area, and the stability of the slope has a significant impact on the safety of the bridge. Not only the bridge load, but also the hydro-dynamical action in the reservoir area has a significant impact on the stability of the bank slope where the bridge foundation is located, especially for the toppling bank slope. This paper takes the stability of the toppling bank slope where the one major bridge foundation is located at on the Lancang River in China as an example. Through on-site explorati

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Li, Xiaokai, Xiaolong Zhang, Faming Zhang, Jian Huang, Shixiong Tang, and Zhiqing Liu. "A Case Study for Stability Analysis of a Toppling Bank Slope with Fault Fracture Zones Developed under the Action of Bridge Loads and Reservoir Water." Water 16, no. 3 (2024): 494. http://dx.doi.org/10.3390/w16030494.

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The mountainous areas of Southwest China have the characteristics of valley deep-cutting, a large topographic gradient, complex geological structures, etc. With the development of infrastructure construction in the area, the construction of bridges across valleys has gradually increased, and the phenomenon of slope failure occurs more and more frequently. As the weak interlayer, the fault fracture zones have a significant influence on the geological structure and stability of slopes, while the complexity of the mechanism of the deformation and failure of slopes increases with the combination o

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El Refai, Bahia S., and Patrick J. Naughton. "Numerical analysis of stress concentration around bridge bank seat in Geosynthetic Reinforced Soil – Integrated Bridge Systems (GRS-IBS)." IOP Conference Series: Materials Science and Engineering 1260, no. 1 (2022): 012037. http://dx.doi.org/10.1088/1757-899x/1260/1/012037.

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Abstract Geosynthetic Reinforced Soil – Integrated Bridge Systems involve directly supporting the bridge abutment bank seat on the top of a reinforced soil structure without piles or bridge bearings. Analysis, using Plaxis 2D, found that the arrangement of geogrid in the upper part of the reinforced soil abutment, the distance of the abutment bank seat from the wall face and the direction of horizontal load application were important considerations in controlling the deformational response of the abutment. Placing the bank seat further away from the wall face reduced wall displacement, peak ve

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Sturman, Michael C. "Building a Bridge from the Other Bank." Cornell Hotel and Restaurant Administration Quarterly 44, no. 2 (2003): 9–13. http://dx.doi.org/10.1177/0010880403442001.

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Aulia, Humam, Eka Nugroho, Sri Legowo, and Agus Suprapto Kusmulyono. "Dynamic Analysis of Changes in Jambu Riverbed and Banks: Case Study Around Cikuya Bridge." JURNAL TEKNIK HIDRAULIK 15, no. 1 (2024): 15–30. http://dx.doi.org/10.32679/jth.v15i1.732.

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Several cross-sections of the Jambu River, particularly around the Cikuya Bridge, have experienced bank collapse phenomena. This paper interprets the issues related to bank collapse and its impact on the flow capacity of the Jambu River, especially around the Cikuya Bridge. Morphological changes were simulated using a sediment transport model implemented in the Hydrologic Engineering Center's River Analysis System (HEC-RAS) 6.3.1, integrated with the ARS-USDA Bank Stability and Toe Erosion Model (BSTEM). The simulation results indicate that over a period of 10 years, the thalweg elevation (the

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STEPANETS, Viktoriia, and Iryna KRASNOVA. "BANKS’RESOLUTION INSTRUMENTS IN UKRAINE." Herald of Khmelnytskyi National University. Economic sciences 324, no. 6 (2023): 95–102. http://dx.doi.org/10.31891/2307-5740-2023-324-6-15.

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It should be noted that the problems of liquidation and resolution of banking institutions and the regulatory framework for this process remain poorly researched. The domestic practice of resolving bank is not perfect and should be harmonized with the European practice. The purpose of the research is to systematize the main ways of resolving domestic banks. The author distinguishes the components of the resolution mechanism, the form and nature of which depend on the adopted rules of regulation in a particular country. The article analyzes the resolution instruments for domestic banks. The aut

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Heo, Gwanghee, and Joonryong Jeon. "Dynamic Characteristics Estimation of Cable-Stayed Bridge Using Artificial Filter Bank (AFB)." International Journal of Engineering and Technology 7, no. 1 (2015): 8–11. http://dx.doi.org/10.7763/ijet.2015.v7.756.

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Dissertations / Theses on the topic "Bridge-bank"

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Афанасьєва, Ольга Борисівна, Ольга Борисовна Афанасьева, and Olha Borysivna Afanasieva. "Establishment of bad- and bridge-banks as an effective way of bank non-performing asset management in Ukraine." Thesis, Українська академія банківської справи Національного банку України, 2012. http://essuir.sumdu.edu.ua/handle/123456789/63819.

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Bergamo, Giulia <1992&gt. "Lo strumento della bridge bank nella nuova disciplina di risoluzione delle crisi bancarie." Master's Degree Thesis, Università Ca' Foscari Venezia, 2017. http://hdl.handle.net/10579/9657.

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L'elaborato ripercorre le tappe di sviluppo dello strumento della bridge bank, dalla sua prima applicazione negli Stati Uniti nel 1987, fino ad arrivare alla sua diffusione negli ordinamenti europei a seguito della crisi economica del 2008. La bridge bank è uno dei quattro strumenti di risoluzione delle crisi bancarie stabiliti dalla Direttiva 2014/59/UE, recepita in Italia dal d.lgs. 180/2015. Nell'odierno contesto di crisi sistemica, la bridge bank assolve alla funzione di garantire la continuità delle funzioni essenziali nel difficile tentativo di conciliare le esigenze pubbliche di salvag

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Крилова, В. В., та М. В. Ніконова. "Основні засади створення “брідж-банку” в Україні". Thesis, Українська академія банківської справи Національного банку України, 2010. http://essuir.sumdu.edu.ua/handle/123456789/62461.

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Світова фінансова криза, з одного боку, виявила, що в Україні практика роботи з проблемними банками є обмеженою та не відповідає світовій, а з іншого – об’єктивно поставила питання щодо необхідності розширення механізмів роботи з проблемними банками. Це потребує розроблення відповідної законодавчої бази. Перші кроки у цьому напрямі вже здійснено.

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Манжос, С. Б., та Т. Ю. Педяш. "Аспекти управління проблемною заборгованістю банку в сучасних умовах". Thesis, Українська академія банківської справи Національного банку України, 2012. http://essuir.sumdu.edu.ua/handle/123456789/63370.

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Mlčochová, Zuzana. "Návrh úpravy malého vodního toku v povodí Moravy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240379.

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The thesis is concerned with an appraisal of capacity of channel and design of suitable measures for environmental protection. Solved segment is located in the channel of Český potok in RK 0,000 – 6,366. The channel is flowing through villages of Čelechovice na Hané, Smržice a Držovice in solved segment. Within own solution the locality was divided into three partial sections, which is enabling clearer description of the proposed measures. Flood measures are proposed in several variants for each partial section. Calculations of flow capacity and water surface for the selected N-year flows were

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CHEN, YI-AN, and 陳怡安. "Turn the Beauty of the Ancient Monument of the Old Iron Bridge on the Left Bank." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/53nut6.

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碩士<br>國立屏東大學<br>社會發展學系碩士班<br>106<br>The "Old Tieqiao Historic Site of Kaoping River " has a history of ancient times. Here to retain the simplicity of the Japanese occupation era, old railway has a rich history of nostalgic culture and atmosphere, in order to reactivate precious old assets, railroads are of some importance in the development of any city, railway cultural assets reuse strategy, not only means that the railway has entered a new area of history and culture, at the same time, Taiwan's railway cultural assets are also going to another stage of re-use of historic sites. The purpose

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Chu, Po-Wen, and 朱博文. "The evaluation of the river water quality improvement in constructed wetland at the old railroad bridge of Kaoping River’s right bank." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/60861954656569656877.

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碩士<br>國立屏東科技大學<br>環境工程與科學系<br>94<br>The constructed wetland on the right bank of the Kaoping River in Da-Shu Village, Kaohsiung County, is selected as the research target in this study. An old iron bridge is used to be located on the wetland. The green land, along the river and the dike of the river, was once seriously damaged by the dumping of garbage and destroyed by growing artificial agriculture crops. Both the domestic runoff from the Chu-lia Stream and the industrial runoff from the Yuen Foong Yu(YFY) paper pulp factory are directly discharged to the Kaoping River. Furthermore, the disch

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Books on the topic "Bridge-bank"

1

Chan-Lau, Jorge A. Distance-to-default in banking: A bridge too far? International Monetary Fund, Monetary and Financial Systems Dept., 2006.

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Assembly, Canada Legislature Legislative. Bill: An act to incorporate "The Clifton Suspension Bridge Company". Thompson, Hunter, 2003.

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Assembly, Canada Legislature Legislative. Bill: An act to incorporate the Clifton Suspension Bridge Company. J. Lovell, 2003.

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United States. Dept. of the Treasury, ed. Study on the allocation of excess pension plan assets in the case of bridge banks. Dept. of the Treasury, 1992.

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Commons, Canada Parliament House of. Bill: An act respecting the Merchants Bank of Halifax, and to change its name to "The Royal Bank of Canada". S.E. Dawson, 2003.

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Canada. Parliament. House of Commons. Bill: An act respecting the Canada Southern Bridge Company. S.E. Dawson, 2003.

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Canada. Parliament. House of Commons. Bill: An act relating to the Central Bank of New Brunswick. I.B. Taylor, 2002.

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Canada. Parliament. House of Commons. Bill: An act respecting the Niagara Grand Island Bridge Company. S.E. Dawson, 2002.

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Assembly, Canada Legislature Legislative. Bill: An act to incorporate "The Rivière du Loup Bridge Company, in the county of Maskinongé" and to authorize the said company to erect a toll-bridge over the Grand River du Loup. J. Lovell, 2003.

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Canada. Parliament. House of Commons. Bill: An act to incorporate the Detroit River Railway Bridge Company. I.B. Taylor, 2002.

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Book chapters on the topic "Bridge-bank"

1

de Stasio, Bart T. "Egg Bank Formation by Aquatic Invertebrates: A Bridge Across Disciplinary Boundaries." In Diapause in Aquatic Invertebrates Theory and Human Use. Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-5680-2_7.

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Fassbinder, Jörg W. E., Sandra E. Hahn, and Marco Wolf. "Prospecting in the marshland: the Sumerian city Fara-Šuruppak (Iraq)." In Advances in On- and Offshore Archaeological Prospection. Universitätsverlag Kiel | Kiel University Publishing, 2023. http://dx.doi.org/10.38072/978-3-928794-83-1/p7.

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Fara-Šuruppak was a major Sumerian city of the third millennium B.C. By magnetometer prospecting we discovered and traced a casemate city wall that enclosed the city. On the west bank of the Euphrates river we identified a large harbour complex of Fara-Šuruppak. The magnetogram revealed the existence of channels, a bridge, hydraulic constructions and agricultural fields.

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Guggenheim, Scott. "Putting People First in Practice: Indonesia and the Kecamatan Development Program." In Social Development in the World Bank. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-57426-0_12.

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AbstractMichael Cernea’s key insight was that the core concepts of sociology and anthropology—social organization, culture, participation, and symbolic construction—could improve the quality and effectiveness of development. His key achievement was in the fact that he and the people he inspired were able to bridge the gap between analyst and practitioner to show that these anthropological and sociological concepts really could make a difference in how development affected the poor. In this article, I’ll do my best to use describe my own journey from naïve graduate student to World Bank team le

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Erikson, Daniel P. "Can Cuba Bridge the Gap?: IMF and World Bank Membership for Socialist Countries." In Transforming Socialist Economies. Palgrave Macmillan UK, 2005. http://dx.doi.org/10.1057/9780230522596_8.

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Kunz, Claus, and Jan Schülke. "Ship Impact for Suederelbe Bridge Crossing in Hamburg." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_55.

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AbstractIn the harbour of Hamburg a new bridge crossing the Suederelbe at Elbe km 620 has been planned. The bridge is part of the BAB26 motorway. Contracted by DEGES, a German company for highway planning and design, BAW determined the ship impact loads on the basis and methodology of EN 1991-1-7 (2006) on a site - specific basis, BAW (2016). The Suederelbe Bridge crossing will have a length of 695,60 m with main span bridging the fairway over 350 m. The pylon height of the main piers is planned to be 150 m. The clearance height of the Suederelbe crossing should be 53 m above sea level. The tw

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Yang, Qilin, Qianqian Shang, Hui Xu, and Min Xu. "Impact of Three Gorges Project (TGP) on Riverbed Revolution and Navigation Conditions in the Taipingkou Waterway." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_133.

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AbstractTaipingkou channel is the first sandy shoal channel in the lower reaches of the Three Gorges Project (TGP). The change of river boundary is basically stable under human control, but the change of beach trough in the channel is complex, which has adverse effects on navigation. In particular, the shrinkage of Sanbatan is harmful to the design of navigation bridge hole of Jingzhou Yangtze River Bridge in dry season. By analyzing the hydrological and sediment characteristics of Taipingkou waterway before and after the impoundment of the Three Gorges Project, and studying the changes of riv

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Ramsay, David. "The Bridge Bank." In the architecture of bridge design. Thomas Telford Publishing, 1997. http://dx.doi.org/10.1680/taobd.25295.0025.

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Schillig, Michael. "Private Sector Transfer, Bridge Bank, and Asset Separation." In Resolution and Insolvency of Banks and Financial Institutions. Oxford University Press, 2016. http://dx.doi.org/10.1093/oso/9780198703587.003.0013.

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The assisted transfer of the viable parts of a failing institution’s business to a private sector purchaser, or the temporary transfer to a bridge bank, are well-tested bank resolution tools. The same is true for the ‘good bank/bad bank’ model, where performing assets are separated from non-performing assets and the latter are parked in a separate entity until market conditions have stabilized. This chapter analyses the European legal framework for the sale of business, bridge bank, and assets separation tools, as well as their implementation in the UK and Germany. The experience with similar

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Purshouse, Craig. "Barclays Bank Plc v Various Claimants [2020] UKSC 13." In Essential Cases: Tort Law. Oxford University Press, 2023. http://dx.doi.org/10.1093/he/9780191995736.003.0049.

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Essential Cases: Tort Law provides a bridge between course textbooks and key case judgments. This case document summarizes the facts and decision in Barclays Bank Plc v Various Claimants [2020] UKSC 13. The document also included supporting commentary from author Craig Purshouse.

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Purshouse, Craig. "Barclays Bank Plc v Various Claimants [2020] UKSC 13." In Essential Cases: Tort Law. Oxford University Press, 2022. http://dx.doi.org/10.1093/he/9780191948855.003.0049.

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Essential Cases: Tort Law provides a bridge between course textbooks and key case judgments. This case document summarizes the facts and decision in Barclays Bank Plc v Various Claimants [2020] UKSC 13. The document also included supporting commentary from author Craig Purshouse.

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Conference papers on the topic "Bridge-bank"

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Basu, Subrata, Amitabha Ghoshal, and Alok Bhowmick. "Caisson Foundations for two Bridges across river Hooghly at Kolkata." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0585.

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<p>Kolkata is separated from its twin city Howrah by the river Hooghly, which has a bed of silt clay, and, ﬁne sand up to large depths, typical of alluvial deposits. The high demand for cross-river traﬃc prompted the building of two bridges, with the earlier one a balanced cantilever with suspended span, with a load under the main pier of 30000 tons, and the second one, a cable-supported span with a tower load of 10000 tons. A single monolith of size 55 m x 25 m with 21 chambers, with steel cutting edges under all walls, and provision for airtight diaphragms on the cap of all walls, was

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Nguyen, Tam K. T., Bo Wen, Rolando Burgos, et al. "Evaluation of Active Capacitor Bank for Floating H-bridge Power Modules." In 2020 IEEE Applied Power Electronics Conference and Exposition (APEC). IEEE, 2020. http://dx.doi.org/10.1109/apec39645.2020.9124120.

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McCullah, J., D. H. Gray, and D. Yam. "Bank Stabilization at Geyserville Bridge Site Using Re-Directive and Bioengineering Measures." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.366.

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Yang, Jian, Yinggao Chen, and Jing Hu. "Key Construction Technology of Single Tower Suspension Bridge." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.2085.

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<p>In the process of road network construction in western mountainous areas of China, bridge engineers created a single tower suspension bridge in the face of deep canyon terrain. The main cable on one bank is directly anchored into the mountain, the cable saddle buttress is set in the cable tunnel, and a new type of composite cable saddle is developed, which can meet the stress and deformation requirements of the main cable saddle and splay saddle at the same time. This report takes Lvzhijiang bridge as an example to introduce the key construction technology of single tower suspension b

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Yu, Hao, Jian Zhang, Haiming Sun, et al. "Fault Location Method of H-Bridge Capacitor Bank in Converter Station Based on Current Criterion of High Voltage Bridge Arm." In 2022 IEEE 5th International Conference on Automation, Electronics and Electrical Engineering (AUTEEE). IEEE, 2022. http://dx.doi.org/10.1109/auteee56487.2022.9994536.

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Xu, Qigang, Qiyu Tao, Li Chen, and Rui Gu. "Study on Anchorage Type Selection of Sichuan Bank of Sichuan Kahalo Jinsha River Bridge." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.2093.

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<p>Sichuan kahalo Jinsha River Bridge is a suspension bridge with a main span of 1030m, and the anchorages on both sides are gravity anchorages. In order to adapt to special terrain and geological conditions, anchorage of Sichuan bank pioneered the use of frame structure as the anchorage foundation. The soil and the frame structure jointly bear the vertical load and resist the horizontal component of the main cable to form a "frame soil" community and fully mobilize the role of the undisturbed soil. At the same time, the distributed grouting technology is used to strengthen the soil arou

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Jung, Jae Kap, Agah Faisal, Young Seob Lee, and Kyu-Tae Kim. "Fabrication of capacitor-resistor bank for calibrating commercial capacitance and tan δ measuring bridge." In 2014 Conference on Precision Electromagnetic Measurements (CPEM 2014). IEEE, 2014. http://dx.doi.org/10.1109/cpem.2014.6898534.

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Krneta, Nikola, and Makoto Hagiwara. "HVDC Circuit Breaker Test Bench Based on Cascaded H-Bridge Cells and an Auxiliary Capacitor Bank." In 2021 IEEE International Future Energy Electronics Conference (IFEEC). IEEE, 2021. http://dx.doi.org/10.1109/ifeec53238.2021.9661717.

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Milivoievici, Viviana. "Fașancul in the Danube Gorge – the celebration of the masks – a tradition that will not be lost." In Conferință științifică internațională "FILOLOGIA MODERNĂ: REALIZĂRI ŞI PERSPECTIVE ÎN CONTEXT EUROPEAN" cu genericul G. Călinescu. 125 ani de la naştere, Ediţia a 18-a. “Bogdan Petriceicu-Hasdeu” Institute of Romanian Philology, Republic of Moldova, 2024. http://dx.doi.org/10.52505/filomod.2024.18.23.

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It can be said that folklore represents an “arch over time”, a bridge, an indestructible link between what was and what will remain as a legacy to posterity. That is why, in the present work, we analyze a tradition specific to the area of the Danube Gorge – Fășancul/ Fărșangul – a celebration of masks, known in folklore as “carnival”. It has a wide sphere of circulation, both on the northern bank of the Danube Gorge, and in Serbia, in localities on the southern bank of the river. This tradition – the “masked procession” – has the role of satirizing certain bad aspects of human life and, just l

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Wąchalski, Krzysztof. "Bridge over the Vistula river in Toruń (Poland)." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0307.

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<p>The construction of the arch bridge in Toruń was one of the greatest and more spectacular engineering projects implemented during the recent years. In December 2013 the Poland’s largest arch bridge was completed and opened. The bridge has two spans, 270m long each, and is used as a bridge crossing over the Vistula river (Fig.1). The bridge is over 1.9 km long counting the access overbridges (viaducts). The erection procedure of the bridge was unique and individual, as the structural scale suggests. Generally, the assembly covered junction of arch elements on the assembly site near the

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Reports on the topic "Bridge-bank"

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Griffin, Aaron, and Matthew Murray. Evaluation of the Bridge Supplement Set overhead cable system with uneven bank heights. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49214.

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A numerical model was developed to analyze the effects of environmental conditions and construction layout on the structural capacity of the modernized Bridge Supplemental Set (BSS). Environmental variables included even and uneven bank heights, soil strength, river width, and river flow rate conditions. Construction variables included tower placement, tower guy line orientation, and catenary length. Loading conditions, the drag force of the bridge due to river current, were conservatively applied with the assumption of uniform flow rate across the entire river width to account for the wide ra

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Griffin, Aaron, and Matthew Murray. Full-scale demonstration of the modernized bridge supplementary set. Engineer Research and Development Center (U.S.), 2024. https://doi.org/10.21079/11681/49499.

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The Overhead Cable System (OCS) serves as the main anchorage system of the Bridge Supplemental Set and is used to hold the Improved Ribbon Bridge (IRB) against river flow. Several improvements have been made to OCS components and employment procedures, theoretically allowing the OCS to operate safely within most environments. However, the modernized OCS had yet to be constructed over an actual river, making it necessary to conduct a full-scale capability demonstration. Range W2 of Camp Ripley was selected as the test site because the 200th Multi-Role Bridge Company agreed to support the demons

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Girdner, Sarah, J. Lamport, and Holly Enlow. Geomorphic assessment of the St. Francis River Phase II : between Wappapello Lake and Holly Island. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49522.

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Significant sedimentation issues persist within the St. Francis Basin as a result of extensive drainage alterations. The objective of this study is to characterize the bed and bank sediment throughout the study reach and identify potential sources of sediment contributing to the sanding issues below Holly Island. The sedimentation below Holly Island increases the Memphis District’s maintenance needs in the St. Francis River Basin by requiring millions of dollars for channel cleanout and bank stabilization projects. This effort synthesizes prior geomorphic studies and existing survey data to br

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Findlater, Emma, Emma Näslund-Hadley, Ingrid Acosta, María Fernanda Prada, and Mario Eckardt. Building a Skilled Workforce for the Green Transition: The Changing Technical and Vocational Education Landscape In Belize. Inter-American Development Bank, 2024. http://dx.doi.org/10.18235/0005499.

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Belizes tourism-dependent economy was hit hard by the COVID-19 pandemic, pushing the importance of diversification and resilience to the forefront of discussions. To create a sustainable, resilient, and job-generating economy, the country is preparing for a transition to renewable energy. To meet this challenge, the Inter-American Development Bank and the government of Belize are working together to modernize technical and vocational education and training (TVET) so as to equip Belizeans with the skills demanded by a green economy. By harnessing the potential of TVET to bridge the skills gap a

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Oliver, Peter, and Gillian Robert. PR-420-183903-R01 Pipeline Right-of-Way River Crossing Monitoring With Satellites. Pipeline Research Council International, Inc. (PRCI), 2022. http://dx.doi.org/10.55274/r0012247.

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The goal of the work described herein is to provide PRCI and the pipeline industry further understanding of the current capabilities and limitations of combined SAR and high resolution optical satellite imagery for the monitoring of pipeline ROWs which span river crossings. Four Areas of Interests (AOIs) with pipeline ROWs that span river crossings were selected for analysis: South Saskatchewan River, Saskatchewan, Canada operated by SaskEnergy Incorporated; Thompson Creek, Louisiana, USA operated by Colonial Pipeline Company; Gila River, Arizona, USA operated by Kinder Morgan Incorporated; an

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Financial Inclusion for Micro, Small, and Medium Enterprises in Kazakhstan. Asian Development Bank, 2022. http://dx.doi.org/10.22617/spr220025.

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It analyzes the myriad hurdles that prevent many small enterprises from securing traditional bank loans and recommends ways business-focused lenders can help bridge the financing gap. Recommendations include expanding Kazakhstan’s microfinance market and ensuring nontraditional lenders become more tech-savvy to help MSMEs access sufficient credit, create jobs, and drive economic growth.

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Premises - Government Savings Bank of NSW - Head Office 48-50 Martin Place - Exterior - Looking north-west through columns, Harbour Bridge construction in distance - 1928. Reserve Bank of Australia, 2021. http://dx.doi.org/10.47688/rba_archives_pn-016479.

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Banco Gerador: Banking for the Poor, Financing for Neighborhood Markets. Inter-American Development Bank, 2011. http://dx.doi.org/10.18235/0006267.

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One of the greatest financial obstacles facing poor suburban and rural communities in Brazil is lack of access to banking. It's expensive to maintain bank branches there and many commercial banks decide not to invest. Residents often must travel long distances and spend time and money to access basic services such as savings, loans and utility bill payments.In a creative solution, Banco Gerador S.A. (BG) is bringing banking to Brazilians at the base of the pyramid through its "Banorte Todo Dia" program, which licenses mercandinhos -small shops -in low-income communities to offer bank services

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Crossing the Bridge to Sustainable Infrastructure Investing: Exploring Ways to Make it Across. Inter-American Development Bank, 2017. http://dx.doi.org/10.18235/0006045.

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The world needs more infrastructure, particularly in developing countries. But not just any infrastructure. To achieve the economic, social and environmental objectives embodied by the Paris Agreement and the Sustainable Development Goals (SGDs), this infrastructure must be sustainable, low-carbon and climate resilient. At the same time, investors' interest in and allocations to infrastructure are gradually increasing driven by a combination of factors (such as low yields in traditional asset classes and inflation protection). Together, these should be positively reinforcing developments. Howe

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