Bibliografías temáticas / Dams

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Literatura académica sobre el tema "Dams"

Autor: Grafiati
Publicado: 4 de junio de 2021
Última modificación: 25 de julio de 2025

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Artículos de revistas sobre el tema "Dams"

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Mustafa, Mustafa SirElkhatim. "تقيم الوضع الراهن لجودة مياه مدينة بورتسودان (المصدر خور أربعات)". FES Journal of Engineering Sciences 8, № 2 (2020): 88–96. http://dx.doi.org/10.52981/fjes.v8i2.63.

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Port Sudan is the main port and largest commercial centre of the Sudan located in semi-arid region. Population estimate in 2010 was about 926,000 inhabitants and the water demand estimated was about 120000-150000 m3/day. Water production from Khor Arbaat is 60,000 m3/day in good years; however, it may go down to 30,000 m3/day in bad years. In general, the overall situation of the city is characterized by regular shortages. There are three dams (U/G Dam1, SPC Dam2, FR Dam3) structured on Khor Arbaat for water harvesting (2005,2000,1992), siltation represents the greatest problem to these Dams,
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Eisma, Jessica A., and Venkatesh M. Merwade. "Investigating the environmental response to water harvesting structures: a field study in Tanzania." Hydrology and Earth System Sciences 24, no. 4 (2020): 1891–906. http://dx.doi.org/10.5194/hess-24-1891-2020.

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Abstract. Sand dams, a popular water harvesting structure employed by rural communities, capture and store water for use during the dry season in arid and semi-arid regions. Most sand dam research has been performed on the “ideal” sand dam, despite approximately 50 % of sand dams not functioning as intended. This research involves a 1-year long, in-depth field study of three sand dams in Tanzania, one of which is essentially non-functioning. The study investigated a sand dam's impact on macroinvertebrate habitat, vegetation, and streambank erosion and explored a sand dam's water loss mechanism
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Hadi, Alyaa J., and Thamer A. Mohammed. "Modified Method for Estimation of Total Risk Factor (TRF) for Selected Dams in Iraq." Tikrit Journal of Engineering Sciences 32, no. 2 (2025): 1–13. https://doi.org/10.25130/tjes.32.2.32.

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The main objective of the present study is to determine the risk class of Haditha and Hemrin Dams The weighting points for various risk factors of the selected dams were substituted in Eq. (5) to find the TRF of each dam. For the studied dams, the data related to various risk factors was collected from the State Commission of Dams and Reservoirs (SCODR), Iraq. The studied dams are outside the seismic zone, and flood is considered the main hazard that makes the dams vulnerable to overtopping. Three scenarios that considered different water levels in Haditha and Hemerin Dams reservoirs were anal
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Milliman, John D. "Blessed dams or damned dams?" Nature 386, no. 6623 (1997): 325–27. http://dx.doi.org/10.1038/386325a0.

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Seed, Raymond B., Umesh Dayal, P. L. Narula, et al. "Dams." Earthquake Spectra 18, no. 1_suppl (2002): 131–46. http://dx.doi.org/10.1193/1.2803910.

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Duflo, E., and R. Pande. "Dams." Quarterly Journal of Economics 122, no. 2 (2007): 601–46. http://dx.doi.org/10.1162/qjec.122.2.601.

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Mirsaidov, M. M., Pakhridin Matkarimov, and D. Juraev. "Evaluation of dynamic characteristics of earth dams in spatial statement." E3S Web of Conferences 587 (2024): 04002. http://dx.doi.org/10.1051/e3sconf/202458704002.

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The article provides a mathematical model, approach, and technique for figuring out an earth dam's dynamic properties in a spatial statement while taking the structure's design elements and hydrostatic water pressure into account. Spatial eigenfrequencies are determined and modes of vibration of three earth dams of different heights are constructed. As a result of calculations, it was discovered that a high dam's frequencies fall between a relatively low-frequency region of mutually influencing frequencies close to each other; as the height of the dam decreases, the values of the corresponding
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Hussein, Mohammed Noori, Ahmed Alkadhimi, Wisam Abdullah Najim, and Hashim A. Almousawi. "Shaking Table Experiment on Seismic Performance of a Scaled-Down Arch Dam with Initial Crack." International Journal of Design & Nature and Ecodynamics 16, no. 6 (2021): 683–89. http://dx.doi.org/10.18280/ijdne.160610.

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Seismic responses of cracked scaled-down arch dams were investigated by experiment on a shaking table. Two different curvature models (M1 and M2) were cast by using a plan concrete. Dams properties, including materials and dimensions, were carefully simulated. A significant earthquake magnitude with (7.7M) and water pressure were applied on the dam's models. Considering water and seismic loadings, the dynamic reactions of the arch dam's system were investigated. Both models showed crack overstresses or propagation on the dam's model as a result of seismic excitations. The arch dam with a highe
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9

SMITH, E. G., G. W. RAHNEFELD, K. K. KLEIN, and J. E. LAWSON. "ECONOMICS OF CALF PRODUCTION WITH FOREIGN CATTLE BREED CROSSES IN THE PARKLAND REGION OF WESTERN CANADA." Canadian Journal of Animal Science 67, no. 4 (1987): 961–72. http://dx.doi.org/10.4141/cjas87-101.

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The economics of calf production in the parkland region of western Canada was evaluated for calves of 31 three-breed crosses of foreign and British breeding. The data were derived from progeny produced at Brandon, Manitoba by mating heifers to Beefmaster or Red Angus bulls and cows to Charolais (C), Simmental (S), Limousin (L) and Chianina (Chi) bulls. There were 10 different first-cross dams including Hereford (H) × Angus (A) as the control (HA) and nine dam cross combinations produced by mating C, S and L sires with H, A and Shorthorn (N) dams. The performance data were for 572 F1 female cro
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Léger, P., M. Côté, and R. Tinawi. "Thermal protection of concrete dams subjected to freeze–thaw cycles." Canadian Journal of Civil Engineering 22, no. 3 (1995): 588–602. http://dx.doi.org/10.1139/l95-067.

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Concrete dams located in northern regions are subjected to severe cyclic seasonal temperature variations, which may contribute significantly to the deterioration of the exposed faces and the long-term degradation of strength and stiffness properties. This paper presents a comparative study of thermal protection methods that might be used to improve the durability of concrete dams subjected to freeze–thaw cycles. First, the thermal, structural, and physical processes that affect the dam's resistance to freeze–thaw cycles are discussed. The thermal durability of existing northern concrete dams i
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Tesis sobre el tema "Dams"

1

Hatami, Kianoosh. "Effect of reservoir boundaries on the seismic response of gravity dams." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq30090.pdf.

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Amirkolai, Mohsen Ghaemian. "Dam-reservoir interaction effect on the seismic response of concrete gravity dams /." *McMaster only, 1997.

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Fouhy, David, and Bayona Francisco Ríos. "Reliability-Based Analysis of Concrete Dams." Thesis, KTH, Jord- och bergmekanik, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-176867.

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Dams are designed and assessed based on traditional factor of safety methodology. Several drawbacks of this approach exist; for example varying failure probability for structures where the factor of safety is the same. This traditional factor of safety methodology imposes conservative assumptions in terms of both design and analysis. A probability-based analysis has been suggested to account for the omission of uncertainties and provide a less conservative analysis (Westberg & Johansson, 2014). Through the stability analyses of three existing dam structures, a minimum level of reliability
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Wishart, Jeremy Scott. "Overtopping Breaching of Rock-Avalanche Dams." Thesis, University of Canterbury. Civil Engineering, 2007. http://hdl.handle.net/10092/1193.

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River blockages formed by rock avalanches appear to pose a higher hazard potential than other landslide dams, given the extreme run-out distances and volumes of rock avalanche deposits. Recent research has identified rock avalanche deposits to have internal sedimentology consisting of a coarse surficial material (carapace) and a finer fragmented interior (body) potentially of critical importance to rock-avalanche dam stability. Physical scale modelling of overtopping failure and breach development in rock avalanche dams was used to quantify the influence of this sedimentology on critical breac
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Chandrashaker, Rajagopalan Carleton University Dissertation Engineering Civil. "Seismic analysis of gravity dam-reservoir-foundation system using an effective hybrid technique." Ottawa, 1992.

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Nilsson, Isak, and Leonard Sandström. "Behavior prediction of concrete dams." Thesis, KTH, Betongbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-289385.

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As many dams were built around 1950, the expected life span of these dams are about tobe reached. With this, the need for monitoring and increased understanding of the damsstructural integrity increases. In order to prevent failures, two warning signals are defined;alert and alarm. The main difference being that the first indicates an unexpected changein behavior that needs to be addressed and evaluated in the near future, while the otherrequires that immediate action must be taken to ensure the safety of the dam.This report aims to evaluate the applicability of different models for designing
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Durieux, Johan Hendrik. "Development of a practical methodology for the analysis of gravity dams using the non-linear finite element method." Diss., Pretoria : [s.n.], 2009. http://upetd.up.ac.za/thesis/available/etd-06232009-152815/.

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Xu, Yao. "Analysis of dam failures and diagnosis of distresses for dam rehabilitation /." View abstract or full-text, 2010. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202010%20XU.

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Cai, Qingbo. "Finite element modelling of cracking in concrete gravity dams." Thesis, Pretoria : [s.n.], 2007. http://upetd.up.ac.za/thesis/available/etd-01302008-160623.

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Wu, Xiuyuan Carleton University Dissertation Engineering Civil. "Seismic behaviour of clay embankment dams." Ottawa, 1992.

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Libros sobre el tema "Dams"

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1953-, Jackson Donald C., ed. Dams. Ashgate, 1997.

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Macy, Christine. Dams. W.W. Norton & Co., 2009.

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Cooper, Jason. Dams. Rourke Enterprises, 1991.

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Ardley, Neil. Dams. Garrett Educational Corp., 1990.

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International Water Tribunal (2nd 1992 Amsterdam). Dams. International Books, 1994.

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Duflo, Esther. Dams. National Bureau of Economic Research, 2005.

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Dunn, Andrew. Dams. Thomson Learning, 1993.

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Reclamation, United States Bureau of. Embankment dams. U.S. Dept. of the Interior, Bureau of Reclamation, Assistant Commissioner, Engineering and Research, 1992.

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Scudder, Thayer. Large Dams. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-2550-2.

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Pedro, José O., ed. Arch Dams. Springer Vienna, 1999. http://dx.doi.org/10.1007/978-3-7091-2488-8.

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Capítulos de libros sobre el tema "Dams"

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Godwin, William H., and William F. Cole. "Dams." In Selective Neck Dissection for Oral Cancer. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-12127-7_78-1.

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Güven, Aytaç, and Alper Aydemir. "Dams." In Springer Tracts in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47139-2_1.

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Spaniel, Drew. "Dams." In Securing the Nation's Critical Infrastructures. CRC Press, 2022. http://dx.doi.org/10.1201/9781003243021-5.

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Godwin, William H., and William F. Cole. "Dams." In Encyclopedia of Earth Sciences Series. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_78.

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Pereira, Geraldo Magela. "Dams." In Design of Hydroelectric Power Plants – Step by Step. CRC Press, 2021. http://dx.doi.org/10.1201/9781003161325-7.

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Boaz, Beth Matzek. "Dams." In Women in Infrastructure. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-92821-6_13.

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Albaji, Mohammad. "Dams." In Introduction to Water Engineering, Hydrology, and Irrigation. CRC Press, 2022. http://dx.doi.org/10.1201/9781003293507-3.

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Proske, Dirk. "Dams." In The Collapse Frequency of Structures. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-97247-9_4.

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Brill, Percy H. "Dams." In Introduction to Stochastic Level Crossing Techniques. Chapman and Hall/CRC, 2023. http://dx.doi.org/10.1201/9780429297601-7.

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Tanacredi, John T. "Limnological Systems: Damn Dams!" In The Redesigned Earth. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-31237-4_8.

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Actas de conferencias sobre el tema "Dams"

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Yegin, Ahmet Enes, and Abdullah Ammar Karcioglu. "Dam Water Levels Prediction Using Different Time Series Models for Yusufeli and Deriner Dams." In 2025 7th International Congress on Human-Computer Interaction, Optimization and Robotic Applications (ICHORA). IEEE, 2025. https://doi.org/10.1109/ichora65333.2025.11017032.

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Prathima, E. G., H. Laxmikant, S. A. Naveen, K. R. Venugopal, S. S. Iyengar, and L. M. Patnaik. "DAMS." In the 5th International Conference. ACM Press, 2017. http://dx.doi.org/10.1145/3057109.3057118.

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Derbel, Bilel, and Sébastien Verel. "DAMS." In the 13th annual conference. ACM Press, 2011. http://dx.doi.org/10.1145/2001576.2001839.

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Inazaki, Tomio, Masahiro Kaneko, Kunio Aoike, et al. "Dams & Levees." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2015. Society of Exploration Geophysicists and Environment and Engineering Geophysical Society, 2016. http://dx.doi.org/10.4133/sageep.29-019.

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Mao, Yingkiu, and Shiu Kam. "Closure of tailings dams." In Sixth International Conference on Mine Closure. Australian Centre for Geomechanics, Perth, 2011. http://dx.doi.org/10.36487/acg_rep/1152_38_mao.

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Fripp, Jon, Greg Morris, Seyed Hajimirzaie, and Claudia C. Hoeft. "Sedimentation and Small Dams." In World Environmental and Water Resources Congress 2020. American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482971.019.

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Grget, Goran, and Mario Bačić. "Importance of long-term monitoring of the earth dams." In 10th Symposium on Doctoral Studies in Civil Engineering. University of Zagreb Faculty of Civil Engineering, 2024. http://dx.doi.org/10.5592/co/phdsym.2024.4.

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As structures of high risk, with catastrophic consequences in case of exceeding the limit states, dams must be continuously monitored in order to timely identify potential problems and to take preventive measures to preserve the structural integrity of the dams. This is especially the case with earth dams, which are extremely sensitive to ubiquitous changes in climate patterns. The paper describes the techniques of long-term monitoring of earth dams and gives a summary of the possible monitoring equipment used. Through the example of the Butoniga dam in Istria, the importance of long-term moni
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Plopeanu, Marin. "SPECIAL GEODETIC MONITORING OF ROCKFILL DAMS - RAU?OR DAM CASE." In 19th SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings. STEF92 Technology, 2019. http://dx.doi.org/10.5593/sgem2019/2.2/s09.039.

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"The Research of Replacing the Kariba Dam With Smaller Dams." In 2017 5th International Civil Engineering, Architecture and Machinery Conference. Francis Academic Press, 2017. http://dx.doi.org/10.25236/iceamc.2017.08.

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Rupiper, Andrew, William J. Beck, Tyler Groh, Tom Isenhart, Keith E. Schilling, and Peter Moore. "DAM! IMPACTS OF BEAVER DAMS ON SURFACE AND GROUNDWATER QUALITY." In GSA Connects 2022 meeting in Denver, Colorado. Geological Society of America, 2022. http://dx.doi.org/10.1130/abs/2022am-378125.

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Informes sobre el tema "Dams"

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Duflo, Esther, and Rohini Pande. Dams. National Bureau of Economic Research, 2005. http://dx.doi.org/10.3386/w11711.

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Perera, Duminda, Vladimir Smakhtin, Spencer Williams, Taylor North, and Allen Curry. Ageing Water Storage Infrastructure: An Emerging Global Risk. United Nations University Institute for Water, Environment and Health, 2021. http://dx.doi.org/10.53328/qsyl1281.

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The Report provides an overview of the current state of knowledge on the ageing of large dams –an emerging global development issue as tens of thousands of existing large dams have reached or exceeded an “alert” age threshold of 50 years, and many others will soon approach 100 years. These aged structures incur rapidly rising maintenance needs and costs while simultaneously declining their effectiveness and posing potential threats to human safety and the environment. The Report analyzes large dam construction trends across major geographical regions and primary dam functions, such as water su
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Allen, James, Stuart Foltz, and Matthew Werth. Sustainment management system dams inspection module : Department of Defense dams inventory and inspection template. Construction Engineering Research Laboratory (U.S.), 2018. http://dx.doi.org/10.21079/11681/27351.

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CORPS OF ENGINEERS WASHINGTON DC. Instrumentation of Embankment Dams and Levees. Defense Technical Information Center, 1995. http://dx.doi.org/10.21236/ada402883.

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Tuthill, Andrew M. Ice-Affected Components of Locks and Dams. Defense Technical Information Center, 2002. http://dx.doi.org/10.21236/ada399952.

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McDonald, James E., and Nancy F. Curtis. Repair and Rehabilitation of Dams: Case Studies. Defense Technical Information Center, 1999. http://dx.doi.org/10.21236/ada372898.

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Bal’zannikov, Mikhail Ivanovich. IMPROVING THE HPP CONCRETE DAMS CONSTRUCTION TECHNOLOGY. DOI CODE, 2021. http://dx.doi.org/10.18411/0536-1052-2021-747-3-68-77.

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Wyatt, Reis, Giovando Jeremy, and Dahl Travis. Snow-impacted National Inventory of Dams by GAGESII Watershed. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48492.

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This Engineering Research and Development Center (ERDC) Technical Note describes the development of a set of locations within the contiguous United States (CONUS) where snowmelt is a component of the annual streamflow. The locations are selected from the US Geological Survey (USGS) Geospatial Attributes of Gages for Evaluating Streamflow II (GAGESII) and National Inventory of Dams (NID) data sets. The 30-year normal snow regimes were used to identify all GAGESII watersheds that have any of the basin delineated as transitional (rain/snow), snow dominated, or perennial snow zones. NID dams that
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Water Management Institute (IWMI), International. Dams and malaria in Africa: time for action. International Water Management Institute (IWMI), 2018. http://dx.doi.org/10.5337/2018.211.

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Figueroa, Steven, and Minwoo Son. Estuarine dams and weirs : global analysis and synthesis. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49804.

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Estuarine dams and weirs are constructed in estuaries for blocking the salt intrusion, securing freshwater, and stabilizing upstream water levels. While they can provide many social benefits, they also alter physical and sedimentary processes. To address this, we perform and extensive remote sensing and literature analysis. Remote sensing was conducted based on a global river database of 1531 rivers representing the largest rivers cumulatively draining 85 % of the landmass discharging into the global ocean. It was found that 9.7 % of global estuaries and deltas are currently affected by estuar
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