Relevant bibliographies by topics / Impounding reservoir

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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 'Impounding reservoir'

Author: Grafiati
Published: 4 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Impounding reservoir"

1

R., Harimukti Rosita, Pitojo T. Juwono, Lily M. Limantara, and Emma Yuliani. "A Predictive Model for Estimating Reservoir Impounding Time Based on the Net Inflow and Storage Volume." Journal of Human, Earth, and Future 6, no. 2 (2025): 332–45. https://doi.org/10.28991/hef-2025-06-02-06.

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This research aims to develop a duration model for predicting the rise in water level during the initial impounding phase of a reservoir (from bed elevation to the normal storage volume elevation). The initial impounding of a reservoir represents the first test following the completion of dam construction, during which the reservoir begins to function as intended. Therefore, the expected outcome of this research is to formulate a model that estimates the duration required to fill the reservoir to its designated storage level. The study is conducted on 10 reservoirs. The methodology involves an
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Wang, Dong, Jin Yun Deng, Yi Tian Li, and Juan Juan Fang. "Study on the Impounding Process Optimization of Cascade Reservoirs in Upper Changjiang River." Applied Mechanics and Materials 353-356 (August 2013): 2520–26. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.2520.

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Overlapping storage periods of the cascade reservoirs would lead to the unreasonable using of the water resources, and each reservoir in the cascade might not be filled, that would influence the comprehensive benefit of the cascade reservoirs. In this paper, the Runoff regulation model of the cascade reservoirs is established and verified, the flood regulating calculation of the Xiluodu-Xiangjiaba-Three Gorges cascade reservoirs is done, and based on the flood regulating calculation, the earliest dates of the starting impounding of the cascade reservoirs are as below: Xiluodu and Xiangjiaba re
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Rahmawati, H. R., and P. T. Juwono. "Variable analysis for supporting reservoir impounding modeling." IOP Conference Series: Earth and Environmental Science 1311, no. 1 (2024): 012052. http://dx.doi.org/10.1088/1755-1315/1311/1/012052.

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Abstract The impounding stage of the reservoir is a stage after the implementation of dam construction is finished. The process of reservoir impounding is started by closing the tunnel diversion gate and the elevation of the water level will be moving up slowly. The speed of the increasing reservoir water level elevation is affected by the dry season or rainy season, so it is arranged in such a way for obtaining the daily increase is not more than 1.0 m/day, due to dam safety. This research intends to build this modeling, at first by studying which variables are affecting in order to get the s
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Zangerl, Christian, Heidrun Lechner, and Alfred Strauss. "Influence of Rock Slide Geometry on Stability Behavior during Reservoir Impounding." Applied Sciences 14, no. 11 (2024): 4631. http://dx.doi.org/10.3390/app14114631.

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Assessing the stability behavior of deep-seated rock slides in the surroundings of large dam reservoirs requires an understanding of the geometry, the kinematics, the groundwater situation, and the rock mass and shear zone properties. This study focuses on the influence of rock slide geometry on stability evolution during initial reservoir impounding. Therefore, nine different rock slide models, mainly taken from published case studies with a well-explored geometry, were analyzed. Based on the assumption that the rock slides are close to limit equilibrium in a no-reservoir scenario, reservoir
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Li, Ying Hai, Tao Peng, Ji Liu, and Xiao Hua Dong. "Impounding in Advance for Three Gorges Reservoir by Considering the Downstream Drought Resistance." Applied Mechanics and Materials 405-408 (September 2013): 2157–60. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.2157.

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To solve the contradiction between Three Gorges reservoir impounding and downstream drought resistance in flood recession period, impounding in advance scheme is studied in this paper. Firstly, an improved impounding mode by strictly satisfying the downstream drought resistance discharge constraints is proposed. Then, by comparing from the aspects of annual average fill storage rate, final water level, power generation, surplus water and flood risk of different impounding time schemes, the optimum improved impounding scheme is determined and validated by typical year 1996. The study can proved
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Yuan, Hui, Dan Dan Li, and Kai Zhang. "Study on Security Risk of Impounding Safety in China's Small Reservoir." Advanced Materials Research 798-799 (September 2013): 1119–22. http://dx.doi.org/10.4028/www.scientific.net/amr.798-799.1119.

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Recently, there were many accident of small dam break of reservoir in China, which reflects a problem in construction and management of small reservoir. By studying over 306 reservoirs which have been reinforced, the main problems to the safety operation of reservoir were concluded. The main 17 problems and 10 questions were discussed in this paper and the answers and suggestions are also made.
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Zhang, Song, Ting Hu, Man Zhou, and Xing’e Hu. "Dynamic coordination and control technology of the operating water level during flood season and its application in Xiluodu-Xiangjiaba - Three Gorges cascade reservoirs." E3S Web of Conferences 346 (2022): 02003. http://dx.doi.org/10.1051/e3sconf/202234602003.

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To satisfy the increasing multi-objective scheduling requirements in flood season of the Xiluodu-Xiangjiaba - Three Gorges multi-function cascade reservoir system located in the lower reaches of Jinsha River and the upper reaches of Yangze River, and simultaneously solve the key technical problems of the resource utilization of floods by joint optimal scheduling of cascade reservoirs. This paper explorers and presents a scientific solution of joint dynamic control of the reservoirs’ operating water level during flood season that suitable for the flood resources comprehensive utilization of the
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Minmahddun, Anafi, Teuku Faisal Fathani, and Fikri Faris. "Determination of Stability During First Impounding in Jatigede Earth Dam." Journal of Applied Geology 3, no. 2 (2019): 1. http://dx.doi.org/10.22146/jag.48592.

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The Jatigede Dam is a multi-purpose rockfill dam located in Sumedang Regency,West Java Province. The construction of the Jatigede Dam started in 2008 and it isthe second largest dam in Indonesia after the Jatiluhur Dam. As one of the vital facilities, it is highly necessary to evaluate the stability of the Jatigede Dam to avoid dam collapse. First reservoir filling is one of the factors affecting the dam stability; therefore, this research aims to evaluate the Jatigede Dam stability during impounding. The transient seepage analysis was conducted to evaluate the pore pressure change during impo
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Shiravi, Shahram, and Arash Razmkhah. "Parametric stress-strain analysis for upstream slope of the asphaltic concrete core rockfill dams in static state." Nexo Revista Científica 34, no. 06 (2021): 1800–1818. http://dx.doi.org/10.5377/nexo.v34i06.13161.

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In this study, the effects of various geometric parameters of a dam in 2D static analysis of stress-strain on the upstream slope of the asphaltic concrete core rockfill dams were investigated. For this purpose, first the geometric characteristics of a large number of world's dams were collected and assessed, then by geometric modeling of these dams, many numerical models were developed for static analysis using GeoStudio software in eight height classes, three cases of upstream and downstream slopes, three different shape and thickness of the asphaltic concrete core under different Impounding
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Krisnayanti, Denik S., Margareth E. Bolla, Wilhelmus Bunganaen, Alvine C. Damayanti, Costandji Nait, and Bilgardo E. D. N. R. Amaral. "Analysis Of Initial Filling (Impounding) Into The Raknamo Dam With Tank Model." MEDIA KOMUNIKASI TEKNIK SIPIL 26, no. 1 (2020): 61–72. http://dx.doi.org/10.14710/mkts.v26i1.26757.

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The impounding of the dam is the step that will be done after construction work on the dam be finished. This study aims to determine a long time and the volume of inflow on Raknamo dam in dry water year, low water year, normal water year and wet water year with tank model. Factors that affected the time of the first impounding of the dam is the amount of rainfall and evapotranspiration that has come in to the catchment area. The total volume of annual inflow Raknamo reservoir obtained in dry water year was in 15,489 million m3, low water year equal to 23,696 million m3, normal water year equal
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Dissertations / Theses on the topic "Impounding reservoir"

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EFTEKHARZADEH, SHAHRIAR. "SEDIMENT BYPASS SYSTEM FOR IMPOUNDING RESERVOIRS." Diss., The University of Arizona, 1987. http://hdl.handle.net/10150/184157.

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This study proposes the use of a pipe line system to transport the inflow sediment to a reservoir through the dam, and discharge it downstream. The system is powered by the available head at the dam. It aims at restoring the original sediment transport regime of the river (i.e. before the dam was built). The idea is fundamentally sound because of the much more efficient sediment transport characteristics of pipes compared to that of open channels. The necessary theory for the hydraulic design of such a system was simply not available and is developed in this study. The work of numerous previou
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Lin, Yin Chih, and 林應芝. "Effects of the Rainfall and Reservoir Impoundingon Stability of Earth-fill Dam." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/93609951839089619946.

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碩士<br>國立臺灣海洋大學<br>河海工程學系<br>93<br>Abstract Owing to the restriction of the particularity of living environment in Taiwan, nearly all the dams were situated in the vicinity of crowded area. The occurrence of dam damage will result in the devastating loss onto the people lives and properties. Some of the current large-scale earth dams were constructed by flexible material due to the fact of frequent earthquake in Taiwan. However, the statistic indicated that highest frequency of damage of earth dam is leakage. Accordingly, the research elaborates and collects the relevant literatures
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Books on the topic "Impounding reservoir"

1

Koltun, G. F. Hydrologic considerations for estimation of storage-capacity requirements of impounding and side-channel reservoirs for water supply in Ohio. U.S. Dept. of the Interior, U.S. Geological Survey, 2001.

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Koltun, G. F. Hydrologic considerations for estimation of storage-capacity requirements of impounding and side-channel reservoirs for water supply in Ohio. U.S. Dept. of the Interior, U.S. Geological Survey, 2001.

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3

Britain, Great. Reservoirs Act 1975 (non-Impounding and Service Reservoirs Panels) (applications and Fees) Regulations 1985. Stationery Office, The, 1985.

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Mayor, San Francisco, and John Ripley Freeman. On the Proposed Use of a Portion of the Hetch Hetchy, Eleanor and Cherry Valleys Within and near to the Boundaries of the Stanislaus U. S. National Forest Reserve and the Yosemite National Park As Reservoirs for Impounding Tuolumne River Flood Waters And. Creative Media Partners, LLC, 2018.

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On the Proposed Use of a Portion of the Hetch Hetchy, Eleanor and Cherry Valleys Within and near to the Boundaries of the Stanislaus U. S. National Forest Reserve and the Yosemite National Park As Reservoirs for Impounding Tuolumne River Flood Waters And. Creative Media Partners, LLC, 2022.

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Book chapters on the topic "Impounding reservoir"

1

Agastya, Dewandha Mas, I. Wayan Yasa, Ery Setiawan, Muh Bagus Budianto, Lalu Moh Ridwan, and Ida Wayan Amitaba. "Impounding Analysis of Meninting Reservoir on Lombok Island." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-2143-9_53.

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"impounding reservoir." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_90492.

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"impounding reservoir bank." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_90493.

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"impounding reservoir [n] [UK]." In Encyclopedic Dictionary of Landscape and Urban Planning. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-76435-9_6426.

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"reservoir [n] [UK], impounding." In Encyclopedic Dictionary of Landscape and Urban Planning. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-76435-9_11478.

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Üzüceck, E., R. Kohler, J. Linortner, and S. Güven. "Ermenek HEPP—dam and reservoir behavior during impounding." In Dams and Reservoirs under Changing Challenges. CRC Press, 2011. http://dx.doi.org/10.1201/b11669-3.

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"Unsaturated seepage analysis for a reservoir landslide during impounding." In Landslides and Engineered Slopes. From the Past to the Future, Two Volumes + CD-ROM. CRC Press, 2008. http://dx.doi.org/10.1201/9780203885284-135.

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Wei, J., J. Vinogradov, L. Tham, and C. Lee. "Unsaturated seepage analysis for a reservoir landslide during impounding." In Landslides and Engineered Slopes. From the Past to the Future. CRC Press, 2008. http://dx.doi.org/10.1201/9780203885284-c129.

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"Biology and Management of Inland Striped Bass and Hybrid Striped Bass." In Biology and Management of Inland Striped Bass and Hybrid Striped Bass, edited by Scott L. Van Horn. American Fisheries Society, 2013. http://dx.doi.org/10.47886/9781934874363.ch1.

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&lt;em&gt;Abstract&lt;/em&gt;.—The term “inland striped bass” &lt;em&gt;Morone saxatilis&lt;/em&gt; is used to describe populations established within freshwater reservoirs and their headwaters and indigenous populations living wholly within the freshwater portion of coastal rivers. In 1941, the gates closed on a project impounding the Santee and Cooper rivers, isolating a population of striped bass in a freshwater reservoir for the first time. This population thrived and biologists theorized that in reservoirs, striped bass could make use of additional forage fish by increasing predation pres
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Valore C., Ziccarelli M., and Gambino C. "The dissolution of gypsum of Disueri reservoir left bank." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-1205.

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Results of a laboratory research programme on the rate of dissolution of a selenitic gypsum are reported and discussed. The tested gypsum samples have been recovered from boreholes drilled in a thick layer outcropping on the left bank of Disueri reservoir located near Gela in Sicily. The tests carried out demonstrate that the rate of dissolution Rddepends essentially on the velocity v of water flowing along the surface of the gypsum. Values of Rdrange from 0.94 to 3 kg/(m2&amp;bull; day) for v values from 0.05 to 0.20 m/s. Such high rates can account both for rapid evolution of the existing ca
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Conference papers on the topic "Impounding reservoir"

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Pan, Jun, and Xin Yang. "Research on the controling of immersion of Shi fosi plain reservoir impounding." In 2011 International Conference on Electrical and Control Engineering (ICECE). IEEE, 2011. http://dx.doi.org/10.1109/iceceng.2011.6058234.

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Jian, Chen, and Chen Fei. "Effect on Deposition of the Three Gorges Reservoir (TGR) Caused by Advancing the Impounding Time after Flood Period." In 2011 International Conference on Computer Distributed Control and Intelligent Environmental Monitoring (CDCIEM). IEEE, 2011. http://dx.doi.org/10.1109/cdciem.2011.174.

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Zhang, Kai, Qingchao Lyu, Yaoru Liu, Wenyu Zhuang, XingWang Wang, and Qiang Yang. "Slope Stability Analysis Considering Effective Stress Law and Material Softening During the First Impoundment of a Reservoir." In 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0526.

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ABSTRACT Slope failure near a reservoir area is mainly influenced by reservoir impoundment and rainfall. In this paper, a bank slope on the Lancang River near a hydropower station in Southwest China is studied. The FEM numerical model is established to investigate the deformation and stability of the bank slope, especially the influence of the reservoir impoundment and rainfall. Unbalanced force (UST) and the factor of safety of the potential failure surface are presented to quantitatively evaluate the monolithic stability of the slope. The numerical analysis results show that the slope reache
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Huang, Renyong, and Jie Zhang. "A primary study on sediment issues due to ahead impounding water of the cascade reservoirs in the upper Yangtze River." In International Conference on Earth Science and Environmental Protection (ICESEP2013). WIT Press, 2013. http://dx.doi.org/10.2495/icesep130481.

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Reports on the topic "Impounding reservoir"

1

Hydrologic considerations for estimation of storage-capacity requirements of impounding and side-channel reservoirs for water supply in Ohio. US Geological Survey, 2001. http://dx.doi.org/10.3133/wri014256.

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Journal articles
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