Relevant bibliographies by topics / Emergency spillway

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Emergency spillway'

Author: Grafiati
Published: 4 June 2021
Last updated: 16 February 2022

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Journal articles on the topic "Emergency spillway"

1

Tacail, François G., Barry Evans, and Alan Babb. "Case study of a labyrinth weir spillway." Canadian Journal of Civil Engineering 17, no. 1 (1990): 1–7. http://dx.doi.org/10.1139/l90-001.

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A labyrinth weir is an effective and economical means of providing increased spillway capacity under some restricted operating conditions. This type of weir is particularly suited to reservoir sites where a low head to high discharge relation is required, the topography restricts the spillway width, and a self-operating structure is highly desirable for emergency operation. Over the past few decades, labyrinth weir spillways have been constructed throughout the world. Definitive guidelines and theoretical procedures pertaining to hydraulic design of this type of weir are not completely establi
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Oshikawa, Hideo, Yuka Mito, and Toshimitsu Komatsu. "An Experimental Study on Flood Control Capability of Dry Dams Constructed in a Series." Journal of Disaster Research 10, no. 3 (2015): 467–74. http://dx.doi.org/10.20965/jdr.2015.p0467.

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The new Cascade concept of flood control is demonstrated in laboratory experiments in which upstream dams in a series of dams constructed along a river overflow from emergency spillways while the final downstream dam is required only to use its normal spillway and never do its emergency spillway. Multiple small dry dams lacking a slide gate in a normal spillway should be constructed in a series rather than as a single large dam to prevent flood disasters and to preserve the natural environment. Dry dams for flood control have recently been reviewed, planned, and built at sites in Japan. In thi
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Pildysh, M., R. J. Slopek, J. O. H. Nunn, and R. A. Keys. "Bearspaw Development: design and construction of a side-channel overflow spillway." Canadian Journal of Civil Engineering 17, no. 3 (1990): 423–30. http://dx.doi.org/10.1139/l90-046.

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An emergency spillway with a capacity of 1840 m3/s has been built to increase the spillway capacity of the 30-year-old Bearspaw Development so that it can safely pass the probable maximum flood. A unique aspect of the free-overflow, side-channel emergency spillway is the weir. This consists of an earthfill dyke with a cap and downstream facing of reinforced concrete. Comprehensive hydraulic model testing was undertaken to provide detailed design data and optimize the design of the emergency spillway. The overflow weir substructure is a zoned earthfill dyke with a 2 mm thick polyethylene membra
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Roushangar, Kiyoumars, Ali Foroudi, and Mojtaba Saneie. "Influential parameters on submerged discharge capacity of converging ogee spillways based on experimental study and machine learning-based modeling." Journal of Hydroinformatics 21, no. 3 (2019): 474–92. http://dx.doi.org/10.2166/hydro.2019.120.

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Abstract Ogee spillways with converging training walls are applied to lower the hazard of accidental flooding in locations with limited construction operations due to their unique structure. Hence, this type of structure is proposed as an emergency spillway. The present study aimed at experimental and machine learning-based modeling of the submerged discharge capacity of the converging ogee spillway. Two experimental models of Germi-Chay dam spillway were utilized: one model having a curve axis which was made in 1:50 scale and the other with a straight axis in 1:75 scale. Using visual observat
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Freckleton, Derek R., Michael C. Johnson, M. Leslie Boyd, and Dustin G. Mortensen. "Stop Logs for Emergency Spillway Gate Dewatering." Journal of Hydraulic Engineering 137, no. 6 (2011): 644–50. http://dx.doi.org/10.1061/(asce)hy.1943-7900.0000348.

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Mikhasek, Andrey, Maxim Rodionov, Nikolay Malyugin, and Artem Klimov. "Stand-by spillways in phreatic dams." MATEC Web of Conferences 196 (2018): 02008. http://dx.doi.org/10.1051/matecconf/201819602008.

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Hydraulic structures operation is always connected with accident risks. The authors analyzed emergency situations which affected dams located on the territory of the USA and Russia. This analysis showed that the most dangerous accident which took place at hydroelectric complexes is an overfall through the crest of the dam accompanied with the formation of washouts and blow-out waves. The most striking example here is the accident at St. Francis dam. According to most researchers, its main cause was the human factor. To reduce economic losses which are due to an accident on the hydro-technical
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PALMERTON, J. B., J. H. MAY, and D. C. BANKS. "Geotechnical Aspects of Headcutting in Emergency Spillway Channels." Environmental & Engineering Geoscience xxviii, no. 1 (1991): 89–94. http://dx.doi.org/10.2113/gseegeosci.xxviii.1.89.

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Zhang, Hong Qing, Wei Kai Tan, Yi Long Lou, and Qian Zhao. "Pressure Distribution of Pressure and Non-Pressure Sections of a Hydropower Station Spillway Tunnel." Applied Mechanics and Materials 716-717 (December 2014): 244–47. http://dx.doi.org/10.4028/www.scientific.net/amm.716-717.244.

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In this paper, we used VOF combining turbulent model to simulate pressure distribution of pressure section and non-pressure section in a hydropower station spillway tunnel with high head and large discharge in China. The results show that in the pressure section of the spillway tunnel, the values of pressure of emergency gate slot, working gate and the pressing slope, getting from physical model experiment and numerical simulation, are all positive. While in the non-pressure section, the No.1、2、3 aerators of the sudden enlargement and sudden drop occur the maximum pressure. And at the back of
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Choi, Hyun Soo, Ju Ha Hwang, Seung Jin Maeng, and Hyung San Kim. "Determining Emergency Levels According to Spillway Overflow Depth for Agricultural Reservoirs." Crisis and Emergency Management: Theory and Praxis 14, no. 10 (2018): 57–71. http://dx.doi.org/10.14251/crisisonomy.2018.14.10.57.

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10

Yeo, Hongkoo, Joongu Kang, and Sanghwa Jung. "An Experimental Study for Construction of Emergency Spillway in Daechung Dam." Engineering 04, no. 09 (2012): 568–77. http://dx.doi.org/10.4236/eng.2012.49072.

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Dissertations / Theses on the topic "Emergency spillway"

1

Richter, Štěpán. "Studie možnosti vybudování malých vodních nádrží v lokalitě u Vyškova na Moravě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225619.

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This thesis deals with the design of small reservoirs at Vyškov na Moravě. Projected reservoirs’ dams are earth-fill and homogenous and each one is equipped with the bottom water outlet and the emergency spillway. The first reservoir, located on the tributary of the Drnůvka river, has the fountain type emergency spillway and the feed pipe bottom water outlet. The reservoir of the Merchanice river, situated at the Vyškov airport, is equipped with the lateral emergency spillway and the feed pipe bottom water outlet. The third design is the reconstruction of the Marchanka reservoir projecting the
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Kostelecký, Jiří. "Numerické modelování přepadu přes nouzové přelivy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240040.

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The thesis deals with possibilities of numerical modelling of an overflow over selected types of auxiliary spillways and then the possibilities are verified in particular localities. In thesis, there is carried out the determination of capacity of selected spillways by using several methods: the calculation of the overflow equation, one-dimensional and two-dimensional numerical models and physical model. The author created parametric analysis to each single method. Parametric analysis represent various hydraulic conditions. Subsequently, there is possible to express the effect of parametric an
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Hejl, Petr. "Návrh víceúčelové nádrže v k.ú. Třebařov." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225666.

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The subject of the thesis is to develop a simplified documentation of multipurpose reservoirs in the cadastral territory Třebařov. This thesis consists of the text, graphic and hydraulic calculations.
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Šourek, Jan. "Vodohospodářské řešení ochranné vodní nádrže v povodí Kobylího potoka." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226115.

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Rumanová, Jana. "Návrh malé vodní nádrže v malém povodí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240255.

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Master's thesis aims to design a small water reservoir. It is the dry water reservoir which is situated above a built-up area. The main function of this reservoir is a flood protection. Digital terrain model is created in a program BENTLEY MicroStation V8i – Power Civil. Focusing points in a data file are used in a process of creating of the DTM. Adjustments are done in AutoCAD. Particular hydro-technical calculations are calculated in a program Microsoft Excel. A program HEC-HMS is used for an assessment of a flood wave transformation and a program HEC-RAS is used for a water runoff simulatio
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Books on the topic "Emergency spillway"

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Shui li shui dian ke xue yan jiu yuan (China). Kang zhen fang hu yan jiu suo and Hebei sheng Huangbizhuang Shuiku guan li chu, eds. Huangbizhuang Shuiku fei chang yi hong dao di zhen guan ce bao gao: The report of earthquake motion observation on the emergency spillway of Huangbizhuang Reservoir. Di zhen chu ban she, 1986.

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2

Vecchia, Aldo V. Simulation of a proposed emergency outlet from Devils Lake, North Dakota. U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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3

O, Timblin L., and Engineering and Research Center (U.S.). Applied Sciences Branch., eds. Emergency spillways using geomembranes. Applied Sciences Branch, Division of Research and Laboratory Services, Concrete Dams Branch, Division of Dam and Waterway Design, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1988.

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Book chapters on the topic "Emergency spillway"

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Ainsley, K. L., B. Otis, and E. Chong. "Staged emergency spillway development – design considerations." In Sustainable and Safe Dams Around the World. CRC Press, 2019. http://dx.doi.org/10.1201/9780429319778-315.

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Kotrba, P., C. Sjöberg, and P. Bylander. "Långströmmen Dam Safety—best practice project, an additional new spillway with an emergency radial gate and 2.5 km earth-fill dam enlargement." In Sustainable and Safe Dams Around the World. CRC Press, 2019. http://dx.doi.org/10.1201/9780429319778-163.

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Conference papers on the topic "Emergency spillway"

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Vitor Ferreira Romano, Daniel Onofre de Almeida Cruz, and Oscar Câmara. "FLUID DYNAMICS ANALYSIS OF EMERGENCY FLOODGATE EQUIPMENT FOR FLOW CONTROL IN AN AUXILIARY SPILLWAY HYDROELECTRICAL DAM." In 23rd ABCM International Congress of Mechanical Engineering. ABCM Brazilian Society of Mechanical Sciences and Engineering, 2015. http://dx.doi.org/10.20906/cps/cob-2015-0995.

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North, Ryan E., and Samantha L. Lucker. "Unusual passive electromagnetic data results while performing a ground-penetrating radar void detection survey on the Lake o' the Pines, Texas emergency spillway." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2021. Society of Exploration Geophysicists and Environment and Engineering Geophysical Society, 2021. http://dx.doi.org/10.4133/sageep.33-049.

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Reports on the topic "Emergency spillway"

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Mathewson, Christopher C., Kerry D. Cato, and James H. May. Geotechnical Aspects of Rock Erosion in Emergency Spillway Channels, Supplemental Information on Prediction, Control, and Repair of Erosion in Emergency Spillway Channels. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada352987.

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You might also be interested in the extended bibliographies on the topic 'Emergency spillway' for particular source types:
Journal articles
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