Relevant bibliographies by topics / Spillway width

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

Academic literature on the topic 'Spillway width'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 February 2022

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Journal articles on the topic "Spillway width"

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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Luna-Bahena, Juan, Oscar Pozos-Estrada, Víctor Ortiz-Martínez, and Jesús Gracia-Sánchez. "Experimental Investigation of Artificial Aeration on a Smooth Spillway with a Crest Pier." Water 10, no. 10 (2018): 1383. http://dx.doi.org/10.3390/w10101383.

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Crest piers placed on overflow spillways induce standing waves at the downstream end of them and the supercritical flow expands after flowing past the rear of the pier. The expanding flow from each side of a pier will intersect and form disturbances or shock waves that travel laterally as they move downstream and eventually reach the chute sidewalls. Recently, investigations regarding crest piers are related with artificial aeration on stepped spillways to eliminate the risk of cavitation damage. However, there is a lack of studies on standing and shock waves in smooth spillways concerning the
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Hassanzadeh Vayghan, Vahid, Ali Saber, and Soroosh Mortazavian. "Modification of Classical Horseshoe Spillways: Experimental Study and Design Optimization." Civil Engineering Journal 5, no. 10 (2019): 2093–109. http://dx.doi.org/10.28991/cej-2019-03091396.

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Investigation of the hydraulic aspects of spillways is one of the important issues regarding hydraulic structures. This study presents a modified horseshoe spillway (MHS) constructed by adding a flow passage and an internal weir in the bed of a classical horseshoe spillway (CHS). This modification increased the discharge efficiency and eliminated the rooster-tail hydraulic jump in CHSs. Eighteen laboratory-scale MHSs in various geometric sizes, six various CHSs, and a rectangular weir of the same width were constructed and tested under the same flow conditions. Results showed that in terms of
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Moran, Rafael, Miguel Ángel Toledo, Javier Peraita, and Raffaella Pellegrino. "Energy Dissipation in Stilling Basins with Side Jets from Highly Convergent Chutes." Water 13, no. 10 (2021): 1343. http://dx.doi.org/10.3390/w13101343.

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Spillways with Highly Converging Chutes (HCCs) are a non-conventional alternative that can be applied to achieve a higher outflow capacity when the weir length exceeds the width of the valley at the toe of gravity or arch dams. This kind of spillway has been used in the past, but no general studies have yet been published. This article summarizes experimental research work aiming to increase the knowledge of the effect of some design parameters of HCCs on the energy dissipation in the stilling basin at the toe of the dam. As a comparison reference, we use the Type I stilling basins, widely kno
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Bigillon, Françoise, Aslak Løvoll, and Bård Venås. "Multiple analysis approach for the design of the labyrinth spillway on the Nam Teng river, Myanmar: Concept design - CFD - physical model." E3S Web of Conferences 40 (2018): 05050. http://dx.doi.org/10.1051/e3sconf/20184005050.

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This paper presents the results of a combined approach - concept design, Computational Fluid Dynamics (CFD) simulations and physical model test - to design a spillway on the Nam Teng River in Myanmar. The spillway includes a 140 m wide labyrinth weir which ensures that the PMF flow QPMF=6800 m3/s passes with a maximum head of 5.5 m. The width required to pass PMF flow for a conventional ogee shaped weir is ca. 200m. The design of the spillway is based on design recommendations for labyrinth weirs from Tullis [1] and USBR guidelines to design the chute, stilling basin and outfall channel that l
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ELISTRATOV, A. S. "SELECTION OF THE MOST FAVORABLE MODE OF OPERATION OF THE SURFACE SPILLWAY ACCORDING TO THE CONDITIONS OF SOIL EROSION IN THE LOWER POND BY THE EXAMPLE OF THE BOGUCHANSKAYA HYDROELECTRIC POWER PLANT (GES)." Prirodoobustrojstvo, no. 3 (2021): 95–103. http://dx.doi.org/10.26897/1997-6011-2021-3-95-103.

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The work of the spillway variant No. 2 of the Boguchanskaya HPP (GES) with a smooth drain face with a jump-bucket for jet discharge into the lower pond is considered. The disadvantage of the Boguchansky dam layout with a spillway No. 2 is its close adjoining to the HPP building and the absence of the separation wall between them preventing from the influence of its operation on the work of HPP. One of the ways to reduce this influence is to remove the left border of the discharge fl ow from the HPP water area. To implement this task there is considered a variant with a planned deviation of the
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Cheng, Xiang Ju, and Wen Qian Zhao. "Experimental Study of DO Mass Transfer over Roughened Spillway." Advanced Materials Research 512-515 (May 2012): 2304–7. http://dx.doi.org/10.4028/www.scientific.net/amr.512-515.2304.

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Spillways or chutes have been used for over 3000 years. Recently, new construction materials and design techniques have increased the interest in spillways and chutes to increase dissolved oxygen concentration in water, especially for contaminated city rivers. A series of laboratory experiments were operated to obtain the efficiency of DO mass transfer over roughened spillway. Two kinds of roughened spillway were considered, i.e., stepped and semi-balled spillways. By means of measuring the DO concentration at the crest and downstream of spillways, the experimental results showed that the more
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Faudli, Imam, Azmeri Azmeri, and Cut Dwi Refika. "Analisis Kavitasi pada Saluran Transisi dan Peluncur Pelimpah Bendungan Kluet – Model Fisik Skala 1:60." Jurnal Teknik Sipil 28, no. 2 (2021): 173–78. http://dx.doi.org/10.5614/jts.2021.28.2.6.

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River Region of Baru-Kluet has a steep slope contour and high rainfall so that it is vulnerable to flooding while during the dry season rice fields experience drought due to lack of water. Therefore, a dam is built to mitigate these issues. The spillway is a flow-control component in the dam which is used to improve regulation and enlarge the flow rate that will cross the spillway building. Spillway that has a steep slope is vulnerable to hydraulic behavior called cavitation. The experiment was carried out at the River and Coast Laboratory of Syiah Kuala University, Indonesia. This study aims
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Hassanzadeh Vayghan, Vahid, Mirali Mohammadi, and Ali Ranjbar. "Experimental Study of the Rooster Tail Jump and End Sill in Horseshoe Spillways." Civil Engineering Journal 5, no. 4 (2019): 871–80. http://dx.doi.org/10.28991/cej-2019-03091295.

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In a horseshoe spillways, due to the collision of the falling nappes from their surround walls, in the center of spillway’s trough, a spatial hydraulic jump is formed that named “rooster tail”. This study by using the physical model of horseshoe spillway, investigates the form, height and length of rooster tail jump. Based on the analytical methods, the effective parameters on rooster tail jump’s height and height were determined and their interaction was investigated and linear relationships were proposed to predict jump’s length and height. By increasing the amount of water on the spillway’s
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Chu, Kejian, Zulin Hua, and Lijun Ji. "AERATION AT OVERFLOW DAMS WITH CURVED SURFACES BY DIFFERENT FLASHBOARD SPILLWAYS." JOURNAL OF ENVIRONMENTAL ENGINEERING AND LANDSCAPE MANAGEMENT 22, no. 3 (2014): 226–36. http://dx.doi.org/10.3846/16486897.2014.901226.

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Aeration using overflow dams is an eco-friendly and economical method of improving dissolved oxygen levels in polluted urban streams. Laboratory investigations of aeration performance in smooth spillways, as well as in parallel flashboard and interlaced flashboard spillways with different flashboard intervals, for overflow dams with curved surfaces have been conducted separately. Aeration efficiencies of the different types of spillways, in particular the effects of varying discharge rate, total spillway height, and flashboard interval, have been discussed in detail. The test data illustrate t
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Dissertations / Theses on the topic "Spillway width"

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Amanian, Nosratollah. "Performance and Design of Labyrinth Spillway." DigitalCommons@USU, 1987. https://digitalcommons.usu.edu/etd/7658.

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In recent years, the general interest in the safety of dams and reservoirs has grown appreciably. This research describes the application and design of labyrinth weirs to improve the performance of existing reservoirs and also to be used for the construction of new dams. The parameters that can affect the performance of labyrinth weirs are discussed. Tests were conducted on normal linear weirs with four different crest shapes to determine the rate of change of discharge coefficient when each type of weir is used. It is found that weirs with rounded-crest shape can pass more flow than other typ
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Jonsson, Simon, and Albin Wessling. "CFD modelling of Bergeforsen's spillway with ice cover." Thesis, Luleå tekniska universitet, Institutionen för teknikvetenskap och matematik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-71265.

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The latest spillway in Bergeforsen was finished in 2014. It has a 25 metres wide spillway opening capable of discharging 1500 m^3/s at full reservoir retention level. The overflow chute ends in a 35 metres wide and 100 metres long stilling basin which then converges into 25 metres wide curved tunnel leading the water flow under a railway and back into the river. During the winter, the water in the stilling basin and the tunnel freezes, creating an ice cover all the way through the channel and limiting the water passage in the tunnel. For thinner ice covers, the channel can be flushed by discha
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Kanyabujinja, Nshuti Placide. "CFD modelling of ogee spillway hydraulics and comparison with physical model tests." Thesis, Stellenbosch : Stellenbosch University, 2015. http://hdl.handle.net/10019.1/96787.

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Thesis (MEng)--Stellenbosch University, 2015.<br>ENGLISH ABSTRACT: Modern Computational Fluid Dynamics modelling (CFD) are becoming common design and analysis tools in the engineering field. Nowadays, project designs involve the use of CFD techniques along with physical scale modelling to analyse the complex rapidly varied and turbulent flows which would not be easily analysed by physical modelling. In particular, the consideration and/or use of CFD modelling in the Hydraulic Engineering field remains on the increase. Apart from being used for comparison with other design techniques, CFD may i
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Woolbright, Ryan William. "Hydraulic performance evaluation of RCC stepped spillways with sloped converging training walls." 2008. http://digital.library.okstate.edu/etd/woolbright_okstate_0664m_10129.pdf.

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Books on the topic "Spillway width"

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D, Muir William, and United States. National Marine Fisheries Service., eds. Project survival of juvenile salmonids passing through the bypass system, turbines, and spillways with and without flow deflectors at Little Goose Dam, 1997. National Marine Fisheries Service, Northwest Fisheries Science Center, Fish Ecology Division, 1998.

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D, Ledgerwood Richard, United States. Army. Corps of Engineers., and Northwest Fisheries Center. Coastal Zone and Estuarine Studies Division., eds. Relative survival of subyearling chinook salmon which have passed Bonneville Dam via the spillway or the second powerhouse turbines or bypass system in 1989, with comparisons to 1987 and 1988. Coastal Zone and Estuarine Studies Division, Northwest Fisheries Center, National Marine Fisheries Service, National Oceanic and Atmospheric Administration, 1990.

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Book chapters on the topic "Spillway width"

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Chen, Huayong, Jun Deng, Jing Hu, Bo Xie, Bin Liu, and Jun Liu. "Experimental Study on Inner Velocity and Energy Dissipation of Shaft Spillway With Whirling Current." In Advances in Water Resources and Hydraulic Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_363.

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Jayatillake, H., and K. Perera. "Adoption of a type D Piano Key Weir spillway with tapered noses at Rambawa Tank, Sri Lanka." In Labyrinth and Piano Key Weirs III – PKW 2017. CRC Press, 2017. http://dx.doi.org/10.1201/9781315169064-38.

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"Advances in Fisheries Bioengineering." In Advances in Fisheries Bioengineering, edited by Paul G. Heisey, Dilip Mathur, John R. Skalski, Robert D. McDonald, and George Velazquez. American Fisheries Society, 2008. http://dx.doi.org/10.47886/9781934874028.ch11.

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&lt;em&gt;Abstract.&lt;/em&gt;—Historically, spillways and sluiceways at hydroelectric dams were constructed as conduits for transporting excess river flow or debris with little focus on their potential for safe fish passage routes. In recent times, however, these conveyances are increasingly viewed as viable fish passage routes and are used to increase potential survival for the declining salmonid populations, particularly in the Pacific Northwest. However, spill is uneconomical and, with some spillway configurations, may cause potentially lethal levels of total dissolved gas (TDG) saturation in the river. Recent estimates (direct effects) of juvenile anadromous fish survival and condition after passing nonturbine exit routes at hydro dams have shown much variation (83–100% survival) depending upon site-specific hydraulic characteristics, trajectory of entrained fish, and obstructions in the flow path. Efforts are underway to modify spillways and bypasses at several hydroelectric dams to decrease TDG and eliminate and/or minimize fish injury.
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"Advances in Fisheries Bioengineering." In Advances in Fisheries Bioengineering, edited by Paul G. Heisey, Dilip Mathur, John R. Skalski, Robert D. McDonald, and George Velazquez. American Fisheries Society, 2008. http://dx.doi.org/10.47886/9781934874028.ch11.

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&lt;em&gt;Abstract.&lt;/em&gt;—Historically, spillways and sluiceways at hydroelectric dams were constructed as conduits for transporting excess river flow or debris with little focus on their potential for safe fish passage routes. In recent times, however, these conveyances are increasingly viewed as viable fish passage routes and are used to increase potential survival for the declining salmonid populations, particularly in the Pacific Northwest. However, spill is uneconomical and, with some spillway configurations, may cause potentially lethal levels of total dissolved gas (TDG) saturation in the river. Recent estimates (direct effects) of juvenile anadromous fish survival and condition after passing nonturbine exit routes at hydro dams have shown much variation (83–100% survival) depending upon site-specific hydraulic characteristics, trajectory of entrained fish, and obstructions in the flow path. Efforts are underway to modify spillways and bypasses at several hydroelectric dams to decrease TDG and eliminate and/or minimize fish injury.
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Larsen, Soren C., Jay T. Johnson, and Daniel R. Wildcat. "Sacred Ground." In Being Together in Place. University of Minnesota Press, 2017. http://dx.doi.org/10.5749/minnesota/9781517902216.003.0003.

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The ancestral cemeteries at the Cheslatta villages of Belhk’achek and Sdughachola performed a “sacred reversal” of their desecration by the aluminum company’s spillway, in the process renewing the people’s relationship with water, ancestors, the settler state, and potentially, the company.
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Bazerque, L., P. Agresti, C. Guilbaud, S. Harty, and Theodor Strobl. "A dam equipped with labyrinth spillway in the Sultanate of Oman." In Labyrinth and Piano Key Weirs. CRC Press, 2011. http://dx.doi.org/10.1201/b12349-37.

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Paxson, G., B. Tullis, and D. Hertel. "Comparison of Piano Key Weirs with labyrinth and gated spillways." In Labyrinth and Piano Key Weirs II. CRC Press, 2013. http://dx.doi.org/10.1201/b15985-18.

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Furlan, P., M. Pfister, J. Matos, and A. J. Schleiss. "Blockage of driftwood and resulting head increase upstream of an ogee spillway with piers." In Sustainable and Safe Dams Around the World. CRC Press, 2019. http://dx.doi.org/10.1201/9780429319778-63.

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"Numerical simulation of the characteristic of air motion in the spillway tunnel with aerators." In Civil Engineering and Urban Planning III. CRC Press, 2014. http://dx.doi.org/10.1201/b17190-55.

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Pinheiro, A. N., C. M. Custódio, and A. T. Relvas. "Spillways over earth dams lined with wedge-shaped pre-cast concrete blocks." In Dam Maintenance and Rehabilitation. Routledge, 2017. http://dx.doi.org/10.1201/9781315140728-56.

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Conference papers on the topic "Spillway width"

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Zamankhan, Piroz. "Simulation of Cavitating Water Flow in High Energy Spillways." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-93455.

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The air-water mixture from an artificially aerated spillway flowing down to a canyon may create major erosion and damage to both the spillway’s surface and the environment. In this case, the location of an aerator to prevent cavitation scour and decrease the energy head of the flow, its geometry and the aeration flow rate would be important factors in designing an environmental friendly high energy spillway. In this work, an analysis of the problem based on physical and computational fluid dynamics (CFD) modeling is presented. The numerical modelling is a large-eddy simulation technique (LES)
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Saeedpanah, Iraj, M. Shayanfar, E. Jabbari, and Mohammad Haji Mohammadi. "Numerical Modeling of Flow Over a Dam Spillway." In ASME 2006 2nd Joint U.S.-European Fluids Engineering Summer Meeting Collocated With the 14th International Conference on Nuclear Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/fedsm2006-98289.

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Free surface flows are frequently encountered in hydraulic engineering problems including water jets, weirs and around gates. An iterative solution to the incompressible two-dimensional vertical steady Navier-Stokes equations, comprising momentum and continuity equations, is used to solve for the priori unknown free surface, the velocity and the pressure fields. The entire water body is covered by a unstructured finite element grid which is locally refined. The dynamic boundary condition is imposed for the free surface where the pressure vanishes. This procedure is done continuously until the
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MARQUES, MARCELO G., RUTE FERLA, CAROLINA K. NOVAKOSKI, et al. "STEPPED SPILLWAY FLOW: PRE-AERATION WITH DEFLECTOR." In 38th IAHR World Congress. The International Association for Hydro-Environment Engineering and Research (IAHR), 2019. http://dx.doi.org/10.3850/38wc092019-1569.

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Chattha, Javed A., Mohammad S. Khan, Syed T. Wasif, Osama A. Ghani, Mohammad O. Zia, and Zohaib Hamid. "Design of a Cross Flow Turbine for a Micro-Hydro Power Application." In ASME 2010 Power Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/power2010-27184.

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The total installed capacity of the hydropower stations in Pakistan is about 7,000 MW which is about 20% of the total available hydro power potential. For possible micro-hydro stations, a potential of about 1300 MW exists at a number of low head and high flow rate sites. Work has been reported by Chattha et al. [1, 2] related to installation of a micro-hydro power station at one of the typical sites. An axial flow pump-as-turbine (PaT) was installed to generate electrical power at the micro-hydro station. The site selected for this work is quite typical and efforts are now being made to utiliz
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TENG, PENGHUA, JAMES YANG, and QIANCHENG XIE. "IMPROVING ENERGY DISSIPATION OF A SPILLWAY WITH STRUCTURAL MODIFICATIONS." In 38th IAHR World Congress. The International Association for Hydro-Environment Engineering and Research (IAHR), 2019. http://dx.doi.org/10.3850/38wc092019-0222.

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HENRIQUE POVH, PAULO, and JOSÉ JUNJI OTA. "TRANSITION STRETCH OF SPILLWAYS WITH BEVELLED STEPS." In 38th IAHR World Congress. The International Association for Hydro-Environment Engineering and Research (IAHR), 2019. http://dx.doi.org/10.3850/38wc092019-1065.

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Kawabata, Toshinori, Kazunori Uchida, Tomohiro Kitano, Koji Watanabe, and Yoshiyuki Mohri. "Dynamic Behavior for Lightweight Spillway with Geosynthetics on Small Earth Dam." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)173.

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Hamedi, Amirmasoud, Iman Malekmohammadi, Abbas Mansoori, and Hamed Roshanaei. "Energy Dissipation in Stepped Spillway Equipped with Inclined Steps Together with End Sill." In 2012 4th International Conference on Computational Intelligence and Communication Networks (CICN). IEEE, 2012. http://dx.doi.org/10.1109/cicn.2012.109.

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Byer, Gregory, and Richard Grabowski. "SUB-SLAB CHARACTERIZATION OF GAVINS POINT SPILLWAY WITH GROUND PENETRATING RADAR MAPPING." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2014. Society of Exploration Geophysicists and Environment and Engineering Geophysical Society, 2014. http://dx.doi.org/10.4133/sageep.27-090.

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Byer, Gregory, and Richard Grabowski. "SUB-SLAB CHARACTERIZATION OF GAVINS POINT SPILLWAY WITH GROUND PENETRATING RADAR MAPPING." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2014. Society of Exploration Geophysicists and Environment and Engineering Geophysical Society, 2014. http://dx.doi.org/10.1190/sageep.27-090.

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Reports on the topic "Spillway width"

1

Duncan, Joanne P. Sensor Fish Characterization of Fish Passage Conditions through John Day Dam Spillbay 20 with a Modified Flow Deflector. Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1013935.

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Arosquipa Nina, Yvan, Rui Shi, Davide Wuthrich, and Hubert Chanson. Intrusive and non-Intrusive air-water measurements on stepped spillways with inclined steps: a physical study on air entrainment and energy dissipation. The University of Queensland, 2021. http://dx.doi.org/10.14264/e3f4d48.

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