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Artículos de revistas sobre el tema "Dam"

Autor: Grafiati

Publicado: 4 de junio de 2021

Última modificación: 25 de julio de 2025

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1

Martínez Navarro, Jorge Angel. "La competencia digital de los estudiantes universitarios latinoamericanos." IJERI: International Journal of Educational Research and Innovation, no. 14 (July 9, 2020): 276–89. http://dx.doi.org/10.46661/ijeri.4387.

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La investigación que se presenta es un primer acercamiento al estudio del nivel de competencia digital autopercibida de los estudiantes universitarios en el contexto latinoamericano con una muestra representativa de 5 países de la región. Para la recogida de datos se ha utilizado el instrumento INCOTIC adaptado para el contexto Latinoamericano. Las variables objeto de estudio son: la alfabetización Informacional (DAI), la alfabetización tecnológica (DAT), la alfabetización multimedia (DAM) y la alfabetización comunicativa (DAC); analizando los datos por países y comparando los resultados

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2

Vitrano-Wilson, Seth. "Tai Dam orthographies." Written Language and Literacy 21, no. 2 (2018): 198–237. http://dx.doi.org/10.1075/wll.00015.vit.

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Abstract Tai Dam [blt] is a Southwestern Tai (< Kra-Dai) language spoken in Vietnam, Laos, China, and Thailand with approximately 750,000 speakers (Simons & Fennig 2017). The Tai Viet script has been used for centuries to write Tai Dam and other Tai languages. Because the Tai Viet script is not taught in schools, however, some Tai Dam readers prefer to use adaptations of the Vietnamese and Lao orthographies for writing Tai Dam. This paper describes Tai Dam orthographies in the Tai Viet, Lao, and Roman scripts. Particular focus is given to the way writers have faced the challenge of tona

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3

Wieland, M., and G. F. Kirchen. "Long-term dam safety monitoring of Punt dal Gall arch dam in Switzerland." Frontiers of Structural and Civil Engineering 6, no. 1 (2012): 76–83. http://dx.doi.org/10.1007/s11709-012-0144-z.

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4

Moyer, Carrie, and Sue Schaffner. "DAM!" Women & Performance: a journal of feminist theory 26, no. 2-3 (2016): 223–27. http://dx.doi.org/10.1080/0740770x.2016.1264624.

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5

Walker, Nicole. "Dam." Fourth Genre: Explorations in Nonfiction 9, no. 1 (2007): 73–80. http://dx.doi.org/10.1353/fge.2007.0022.

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6

Pannuto, Dennis L. "Carpe DAM! Make your DAM extraordinary!" Journal of Digital Asset Management 2, no. 6 (2006): 297–302. http://dx.doi.org/10.1057/palgrave.dam.3650050.

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7

Yoder, Laura E., John G. Rehm, Hunter R. Smith, et al. "Evaluation of Simulated Shelf-Life Conditions for Food Service Applications on Chicken Tenderloins." Animals 11, no. 7 (2021): 2028. http://dx.doi.org/10.3390/ani11072028.

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The objective of this study was to validate the shelf-life of marinated and frozen chicken tenderloins. Treatments were randomly assigned to the age of the tenderloins post-harvest, days aged (DA): DA4, DA5, DA6, DA7, and DA8. Microbial analyses were used to analyze the growth of aerobic, psychotropic, and lactobacilli bacteria to assess the shelf-life of bulk-packaged chicken tenderloins. Tenderloins were sampled fresh, then vacuum tumbled in a marinade. After marination, the tenderloins were sampled with the remaining tenderloins packaged and frozen (−25 °C). After freezing the chicken tende

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8

Xiangyu, Cao, Chen Liang, Chen Jianyun, et al. "Unsupervised Domain Adaptation Damage Identification Approach of High Arch Dams after Earthquakes." Structural Control and Health Monitoring 2023 (June 24, 2023): 1–18. http://dx.doi.org/10.1155/2023/6349167.

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In actual concrete arch dam engineering scenarios, the dynamic data obtained by the health monitoring system of an arch dam are incomplete. The data acquired typically depend on the state of the dam structure, that is, whether it is intact or incomplete. Besides, the future environmental loads of the structure are unpredictable. Thus, environmental noise is also uncertain. In practical engineering, the use of a damage identification model constructed based on incomplete information is problematic in scenarios with variable loads. Consequently, detecting the water level in actual arch dam proje

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9

Zhong, Hong, and Hong Jun Li. "Numerical Study on Dam-Foundation-Dam Interaction." Applied Mechanics and Materials 353-356 (August 2013): 933–36. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.933.

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As dams approach the end of their design life periods, retrofitting of dams is needed in many cases. For the retrofitting procedure of building a new dam close to the existing old dam without demolishing it, the interaction between the two dams and the unbounded foundation is an important issue to be investigated. The influence of the existing dam on the dynamic response of the newly built dam is examined. Two systems are analyzed, i.e., the new dam-foundation system and the dam-foundation-dam system. For the two systems, modal analysis and time history analysis using the viscous-spring artifi

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10

Tlimat, Nour, Salman Muddassir, Saad Ullah Malik, Warda Faridi, Qurat Ul Ain Riaz Sipra, and Faiz Anwer. "A Network Meta-Analysis of Clinical Trials Assessing Induction Chemotherapy in Newly Diagnosed Acute Myeloid Leukemia Among Young Adults." Blood 132, Supplement 1 (2018): 1432. http://dx.doi.org/10.1182/blood-2018-99-119646.

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Abstract Introduction: After establishing the diagnosis of acute myeloid leukemia (AML), remission induction chemotherapy is started with curative intent. Due to paucity of direct therapeutic comparison of induction regimens, relative efficacy of two drug standard regimens and three drug induction regimens among newly diagnosed young (<60 years) AML patients is not established. We conducted a systematic review and network meta-analysis (NMA) of clinical trials that assessed relative effectiveness of standard two drug ("7+3 regimen") induction therapy (cytarabine 100-200 mg/m2 for 7 days + a

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11

Toral, Fábio Luiz Buranelo, Roberto Augusto de Almeida Torres Júnior, Paulo Sávio Lopes, Luiz Otávio Campos da Silva, and João Cruz Reis Filho. "Modeling the effect of age at calving × breed group of dam's interaction on weaning weight of Charolais-Zebu crossbred calves." Revista Brasileira de Zootecnia 39, no. 5 (2010): 1046–57. http://dx.doi.org/10.1590/s1516-35982010000500015.

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The objective of this study was to evaluate alternatives for modeling the interaction between age of dam at calving (AOD) and the dam genetic group (DGG) on the weaning weight (W225) of Charolais-Zebu (Ch-Z) crossbred calves. Data from 56,965 crossbred calves were analyzed by the least square method. Regression coefficients for age of dam at calving were estimated nested into each class of the dam genetic group (CLA model); for age of dam at calving × dam Charolais percentage (age of dam at calving × FCh) and age of dam at calving × dam heterozygosity (age of dam at calving × FH) (FChFH model)

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12

Song, Shuxiang, Chao Zheng, and Qiufeng Huang. "Research progress of waste retaining dam expansion project technology for large domestic waste landfills." E3S Web of Conferences 358 (2022): 01016. http://dx.doi.org/10.1051/e3sconf/202235801016.

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In view of the problem of insufficient storage capacity of the original landfill site, it is a very economical and effective way to use the horizontal, longitudinal and composite extension of garbage dam with geotextile reinforced earth dam. In this paper, the types of garbage dam, dam extension technology, dam reinforcement method and stability of garbage dam are introduced and discusses the types and advantages and disadvantages of dam retaining, the construction technology of dam retaining, the stability analysis and influencing factors of garbage dam retaining and the safety monitoring of

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13

Corbett, Maryann. "Ice Dam." Anglican Theological Review 102, no. 1 (2020): 114. http://dx.doi.org/10.1177/000332862010200108.

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14

Marshall, K. "Rubber dam." British Dental Journal 184, no. 5 (1998): 218–19. http://dx.doi.org/10.1038/sj.bdj.4809584.

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15

Mather, Bryant. "Dam facts." Nature 358, no. 6388 (1992): 618. http://dx.doi.org/10.1038/358618e0.

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16

Kirchner, George A. "RUBBER DAM." Journal of the American Dental Association 144, no. 11 (2013): 1220. http://dx.doi.org/10.14219/jada.archive.2013.0043.

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17

Luckin, B. "Dam Controversy." Science 328, no. 5980 (2010): 827–28. http://dx.doi.org/10.1126/science.1189236.

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18

Werner, Louis. "Dam Safety." Scientific American 277, no. 1 (1997): 31–32. http://dx.doi.org/10.1038/scientificamerican0797-31.

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19

Service, R. F. "Dam Californians." Science 317, no. 5846 (2007): 1845b. http://dx.doi.org/10.1126/science.317.5846.1845b.

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20

Rich, Vera. "Hungarian dam." Nature 319, no. 6052 (1986): 351. http://dx.doi.org/10.1038/319351b0.

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21

Anderson, Mark. "Dam it!" IEEE Spectrum 46, no. 11 (2009): 21. http://dx.doi.org/10.1109/mspec.2009.5292041.

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22

Kuhn, Bernadette, Beck Anderson, Micah Warners, Julie Ash, Johannes Beeby, and Travis Stroth. "Dam Good." Ecological Restoration 42, no. 4 (2024): 284–89. https://doi.org/10.3368/er.42.4.284.

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23

Pearce, Fred. "Dam nation." New Scientist 222, no. 2974 (2014): 42–45. http://dx.doi.org/10.1016/s0262-4079(14)61218-5.

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24

Flyvbjerg, Bent. "Dam downsides." New Scientist 218, no. 2921 (2013): 32. http://dx.doi.org/10.1016/s0262-4079(13)61489-x.

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25

Ash, C. "Dam virulence." Trends in Microbiology 7, no. 6 (1999): 231. http://dx.doi.org/10.1016/s0966-842x(99)01535-8.

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26

Sharp, Dawid. "Dam medicine." Lancet 362, no. 9379 (2003): 184. http://dx.doi.org/10.1016/s0140-6736(03)13952-9.

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27

Fournier, Peter. "Dam solutions." New Scientist 202, no. 2702 (2009): 23. http://dx.doi.org/10.1016/s0262-4079(09)60921-0.

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28

Huddleston Slater, James J. R. "Dam it!" Tandartspraktijk 36, no. 4 (2015): 4–7. http://dx.doi.org/10.1007/s12496-015-0049-9.

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29

Post, G., and D. Bonazzi. "Malpasset Dam." Engineering Geology 24, no. 1-4 (1987): 395–98. http://dx.doi.org/10.1016/0013-7952(87)90074-3.

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30

Wittke, W. "Malpasset Dam." Engineering Geology 24, no. 1-4 (1987): 399–400. http://dx.doi.org/10.1016/0013-7952(87)90075-5.

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31

Curtis, Judy. "Summer Dam." Dialogue: A Journal of Mormon Thought 39, no. 3 (2006): 142–43. http://dx.doi.org/10.2307/45227290.

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32

Xavier, Andre D., and Hannah Beddis. "Post-dam." Dental Update 49, no. 10 (2022): 852–55. http://dx.doi.org/10.12968/denu.2022.49.10.852.

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The success of an upper complete denture is dependent on various factors, including retention and stability during function, comfort and aesthetics. Physical retention of the denture depends upon adequate extension and fit, along with a good border seal. The border seal of an upper denture relies upon extension of the flanges to the functional depth and width of the sulci, and the post-dam. The post-dam of an upper complete denture is a raised ‘lip’ along the posterior border that becomes embedded into the palatal mucosa. This ‘embedding’ of the border within the mucosa helps to create the sea

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33

Denis, Lee. "OT Dam." Peninsula Field Naturalists' Club Newsletter (2018:Dec) (December 2018): 8–9. http://dx.doi.org/10.5962/p.381444.

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34

Abilash, Krishnan R. (B-tech scholar) Sachu P. (B-tech scholar) Vishnu Narayan S. (B-tech scholar) &. Jayasree K. R. (Assistant professor). "DAM MANAGEMENT." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY NACETEC' 19 (April 6, 2019): 49–53. https://doi.org/10.5281/zenodo.2631577.

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Dams are one of the major water sources for irrigation, electricity generation etc.in India. Dams play a vital role since the time of colonialism. Lack of proper dam management system have been causing several losses including the recent flood that struck in Kerala. Inspired by the existing rural and socio-economic problems, an innovative and feasible automatic control system can be developed for dam management purposes. This paper also proposes a novel idea of collecting and sharing real-time information about water levels to the people living nearby its bank. Highly precise water level monit

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35

Dong, Quan. "Three Gorges Dam: Natural Flow and Dam Operations." Frontiers in Ecology and the Environment 3, no. 2 (2005): 75. http://dx.doi.org/10.2307/3868511.

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36

Siskian, Varoojan, Nasrat Adamo, Nadhir Al-Ansari, Jan Laue, and Aayda Abdulahad. "Mosul Dam, NW Iraq: Is a Safe Dam??" UKH Journal of Science and Engineering 5, no. 2 (2021): 56–61. http://dx.doi.org/10.25079/ukhjse.v5n2y2021.pp56-61.

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Mosul Dam is located in the northwestern part of Iraq impounding the Tigris River; about 60 km north of Mosul city. This project is multipurpose project; to provide water for irrigation, flood control and hydropower generation. The dam is 113 m high and 3650 m long including the spillway. The dam is earth fill type with a mud core. The dam was designed to impound 11.11 km3 because it is based and underlain by gypsum beds alternated with limestone and marl. Therefore, it is planned to use continuous grouting to fill the karst caverns. The used quantity exceeded 95000 tons of solid grouting mate

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37

Young, Walker R. "Celebrating Hoover Dam: Mission of Boulder Dam Fulfilled." Civil Engineering Magazine Archive 80, no. 11 (2010): 71–75. http://dx.doi.org/10.1061/ciegag.0000323.

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38

Rogers, J. David. "Celebrating Hoover Dam: The Majesty of Hoover Dam." Civil Engineering Magazine Archive 80, no. 11 (2010): 52–65. http://dx.doi.org/10.1061/ciegag.0000325.

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39

Bredy, Somia, and Jan Jandora. "Effect of Dam Height on The Stability of Earth Dam (Case Study: Karolinka Dam)." Journal of Engineering 26, no. 3 (2020): 117–26. http://dx.doi.org/10.31026/j.eng.2020.03.10.

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The Karolinka earth-fill dam was constructed between 1977 and 1984 on the Stanovnice river above the town of Karolinka in the region of Vsetínsko in Czech Republic. Because of leakage on the downstream dam face due to technological indiscipline when filling dam layers during the dam construction stage, there were some steps to improve state dam safety. The final rehabilitation is to construct the diaphragm walls from self-hardening cement-bentonite suspension along the length of the dam. In addition to connecting the gallery and abutment (2 × 25 m long) by using jet piles. The article presents

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40

You, Luo, Chen Li, Xu Min, and Tong Xiaolei. "Review of Dam-break Research of Earth-rock Dam Combining with Dam Safety Management." Procedia Engineering 28 (2012): 382–88. http://dx.doi.org/10.1016/j.proeng.2012.01.737.

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41

Khan, Rehan, Milind Debe, Supriya Sonpipale, Karan Pawar, and Dr Ankur Kapoor. "Dam Break Analysis of Mullaperiyar Dam using HEC-RAS." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 3493–98. http://dx.doi.org/10.22214/ijraset.2022.42856.

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Abstract: Mullaperiyar dam, with an active capacity of 2,99,13,00,000 m3 is constructed on the Periyar River in Kerala. It is a controversial issue between two states Kerala and Tamil Nadu. Even though the dam is situated in Kerala but the benefits of the dam is being enjoyed by Tamil Nadu. The age of the dam is 119 years which is more than its design period i.e. 50 years. As it is an old dam, there is a threat for a dam to fail, Hence the dam is taken for the present study. This paper presents a case study of Dam Break Analysis of Mullaperiyar Dam using HEC-RAS software which involves the pre

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42

Morita, Kentaro, Shoichiro Yamamoto, and Noboru Hoshino. "Extreme life history change of white-spotted char (Salvelinus leucomaenis) after damming." Canadian Journal of Fisheries and Aquatic Sciences 57, no. 6 (2000): 1300–1306. http://dx.doi.org/10.1139/f00-050.

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Dam construction has serious consequences for anadromous fishes. We examined the effects of migration barriers formed following dam construction on the migratory behavior of white-spotted char (Salvelinus leucomaenis) by comparing migrants in accessible below-dam river sections with migrants in inaccessible above-dam river sections. The frequency of smolts (i.e., potential migrant) was higher for the below-dam sections than for the above-dam sections, and in contrast, the frequency of residents was higher for the above-dam sections. Above-dam sections had lower fry (age 0+) densities and conse

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43

Melcher, John, David Martínez-Martín, Miriam Jaafar, Julio Gómez-Herrero, and Arvind Raman. "High-resolution dynamic atomic force microscopy in liquids with different feedback architectures." Beilstein Journal of Nanotechnology 4 (February 27, 2013): 153–63. http://dx.doi.org/10.3762/bjnano.4.15.

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The recent achievement of atomic resolution with dynamic atomic force microscopy (dAFM) [Fukuma et al., Appl. Phys. Lett. 2005, 87, 034101], where quality factors of the oscillating probe are inherently low, challenges some accepted beliefs concerning sensitivity and resolution in dAFM imaging modes. Through analysis and experiment we study the performance metrics for high-resolution imaging with dAFM in liquid media with amplitude modulation (AM), frequency modulation (FM) and drive-amplitude modulation (DAM) imaging modes. We find that while the quality factors of dAFM probes may deviate by

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44

Bo, Huajiang, Faxing Zhang, Liyuan Zhang, Xiaolong Zhang, and Liang Yin. "The Effect of Dam Break Speed on Flood Evolution in a Downstream Reservoir of a Cascade Reservoir System." Water 16, no. 20 (2024): 2993. http://dx.doi.org/10.3390/w16202993.

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The dam break flood is one of the potential causes of catastrophic events in cascade hydropower hub groups. Investigating the movement patterns of dam break flooding among reservoir groups under different dam break speeds is crucial for flood prevention and emergency response. In this study, the evolution characteristics of dam break floods were investigated in a cascading reservoir system, focusing on different break speeds of the upstream dam. The results indicate that the dam break speed determines the concavity or convexity of the water level curve changes in the upstream reservoir. Accord

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45

Dai, Shu Lin, and Yong Liang Lv. "Rockmass Stability Analysis of YunYang’s Arch Dam Left Shoulder." Advanced Materials Research 518-523 (May 2012): 4405–8. http://dx.doi.org/10.4028/www.scientific.net/amr.518-523.4405.

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Arch dam abutment stability analysis of arch dam design, construction, is the primary problem of operation. From home, outside the related data that appear most, arch dam accident due to abutment instability caused by. On the engineering geological condition is suitable, the arch dam is safe and reliable, economic and reasonable and the broad masses of the people welcomed the dam type. But it must be based on abutment stability based on. Therefore in the arch dam design, there is a need for dam abutment rock mass are detailed and thorough exploration and stability analysis of. This paper adopt

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46

Fälker, Stefan, M. Alexander Schmidt, and Gerhard Heusipp. "DNA methylation in Yersinia enterocolitica: role of the DNA adenine methyltransferase in mismatch repair and regulation of virulence factors." Microbiology 151, no. 7 (2005): 2291–99. http://dx.doi.org/10.1099/mic.0.27946-0.

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DNA adenine methyltransferase (Dam) plays an important role in physiological processes of Gram-negative bacteria such as mismatch repair and replication. In addition, Dam regulates the expression of virulence genes in various species. The authors cloned the dam gene of Yersinia enterocolitica and showed that Dam is essential for viability. Dam overproduction in Y. enterocolitica resulted in an increased frequency of spontaneous mutation and decreased resistance to 2-aminopurine; however, these effects were only marginal compared to the effect of overproduction of Escherichia coli-derived Dam i

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47

Canno Ferreira Fais, Laura Maria, Verónica Andrea González-López, Diego Samuel Rodrigues, and Rafael Rodrigues de Moraes. "A copula based representation for tailings dam failures." 4open 3 (2020): 12. http://dx.doi.org/10.1051/fopen/2020011.

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In this article, we model the dependence between dam factor and D max, where dam factor is an indicator of risk of a tailings dam failure, which involves the height H of the tailings dam, the volume of material housed by the tailings dam VT and the volume dispensed by the tailings dam, VF, when the dam breaks. And, Dmax is the maximum distance traveled by the material released by the tailings dam, after the collapse. With the dependence found via copula models and Bayesian estimation, given a range of dam factor, we estimate the probability of the released material to exceed a certain threshol

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48

Alipoori, Sayed, Gholam Lashkaripour, Mohammad Ghafoori, and Naser Moghadas. "Effect of engineering geological properties on dam type selection of the Qadis Khordak Dam, Afghanistan." Soils and Rocks 45, no. 2 (2022): 1–10. http://dx.doi.org/10.28927/sr.2022.070621.

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This paper deals with engineering geological properties of Qadis Khordak dam site in Northwest Afghanistan. This study is based on on-site and laboratory tests, surface discontinuity surveying, drilled borehole and permeability test of dam foundation. The engineering geological properties at the dam site were studied in order to evaluate geotechnical characteristics of rock masses at dam foundation, geotechnical properties of alluvium at dam axis, reservoir and borrow materials. The structural geological studies also carried out due to stability and safety of dam on their abutments reservoir a

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49

Waskito, Tri Nugroho, M. Bisri, Lily Montarcih Limantara, and Widandi Soetopo. "Simulation of Saguling Dam Break Using the HEC-RAS Software." Journal of Hunan University Natural Sciences 49, no. 8 (2022): 241–49. http://dx.doi.org/10.55463/issn.1674-2974.49.8.29.

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The Saguling dam is built on the cascade system of the Citarum river. The Saguling dam is located upstream of the system over the Cirata and Jatiluhur dams. Besides having the many benefits (irrigation, recreation, flood control, water storage, etc.), the Saguling dam saves the risk of big dangers in the case of the failure. The general failure or dam break reason of the Saguling dam can happen due to the internal and external factors. The internal factor is an occurrence of breach in the dam body that causes the process of piping in the top, center and low part of the dam body. Another intern

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50

Zhang, Shichen, Wenang Hou, Jiangshan Yin, and Zifeng Lin. "A Review of Research and Practice on the Theory and Technology of Reservoir Dam Risk Assessment." Sustainability 14, no. 22 (2022): 14984. http://dx.doi.org/10.3390/su142214984.

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A current trend is to implement dam risk management. Dam risk analysis is the premise of dam risk management. Methods such as PRA, FMEA/FMECA, FTA, ETA, and group dam risk analysis have been proposed in studies at home and abroad. In practice, it is found that dam breaks or accidents occur even though the dam risk calculated by the existing methods meets the acceptable risk standard, and that many occurred accidents are at variance with dam risk analysis. This indicates that the existing methods have systematic defects, and the dam risk calculated based on such methods is only a part of the ac

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