Relevant bibliographies by topics / Dam

Academic literature on the topic 'Dam'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 September 2023

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Journal articles on the topic "Dam"

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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 para cada uno de ellos en función de la edad y el género. Se detecta que el país que menor puntuación obtiene en las alfabetizaciones analizadas es Ecuador, siendo Chile y Colombia los países con mejor puntuación. Además, se observan interesantes diferencias al profundizar por género y edad en cada alfabetización. En concreto, la DAI más alta se da en el rango de edad entre los 24-31 años, y la DAT, DAM y DAC se da en el rango de 28-31 años. En el caso de las mujeres, la DAI más alta se da en el rango de edad entre los 20-27 años, y la DAT, DAM y DAC se da en el rango de 28-31 años. Se espera diseñar las líneas maestras de un Plan de Alfabetización Digital para estudiantes universitarios con propuestas para cada una de las universidades participantes que luego sea el insumo para que los investigadores de cada país puedan contextualizarlos a sus realidades con énfasis en las competencias informacionales, por la importancia que ellas tienen en la prosecución de estudios universitarios y posterior desempeño laboral.
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Vitrano-Wilson, Seth. "Tai Dam orthographies." Written Language and Literacy 21, no. 2 (December 31, 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 tonal mismatch between Tai Dam and Vietnamese or Lao by borrowing tone marking devices from one script to another, and to the sociolinguistic implications of these tone marking systems.
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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 (March 2012): 76–83. http://dx.doi.org/10.1007/s11709-012-0144-z.

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

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

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Yoder, Laura E., John G. Rehm, Hunter R. Smith, Daniel A. Tigue, Barney Wilborn, Amit Morey, Christy L. Bratcher, Eugene Blythe, and Jason T. Sawyer. "Evaluation of Simulated Shelf-Life Conditions for Food Service Applications on Chicken Tenderloins." Animals 11, no. 7 (July 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 tenderloins were slacked in a refrigerated cooler (2.2 °C) for up to 132 h (h) and sampled at 36 h, then every 24 h following. After marination, each treatment significantly (p < 0.05) decreased in aerobic and psychotropic counts except DA4. During slacking, no treatment crossed the threshold of 106 CFU/mL (Log 6) set for this study. Though none crossed the threshold, treatments DA4, DA5, and DA6 had significant (p < 0.05) increases in aerobic bacteria after 7 days of age. The psychotropic bacteria continuously grew at each sampling period, with DA4 and DA5 surpassing the other treatments (p < 0.05) at 108 h and 132 h reaching 105 CFU/mL. Every treatment remained below the spoilage threshold, suggesting that this method of storage is suitable for chicken tenderloin shelf-life.
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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 artificial boundary are performed. It’s found that there’re much more vibration frequencies for the dam-foundation-dam system as compared to the new dam-foundation system within the same frequency range. The existence of the old dam also induces one more peak and a wider plateau in the response spectrum of the acceleration time history of the dam crest. However, the maximum stress distribution is not influenced much by the old dam.
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Xiangyu, Cao, Chen Liang, Chen Jianyun, Li Jing, Lu Wenyan, Liu Haixiang, Pengfei Liu, Ke Minyong, and Tang Yunqing. "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 projects after an earthquake and determining the impact of environmental uncertainty are necessary. Accordingly, this paper proposes a denoising contractive sparse deep autoencoder (DCS-DAE) model based on domain adaptation. The core idea of the proposed method is to constrain the data probability distribution of feature spaces in the source and target domains using maximum mean discrepancy. This fusion enables the DCS-DAE model to be capable of feature extraction. Moreover, it resolves the problem in which the objective function cannot be applied to other similar scenarios because of the lack of consistency constraints of feature spaces in the source and target domains. Four working conditions are designed to reproduce the uncertainty of structural modeling and the variability of water levels. The conditions are based on the postseismic water level detection requisites of dams in practical engineering. The results show that the proposed anomaly detection model enhances the generalization performance of the DCS-DAE in terms of feature design. Hence, the constructed model can “infer other things from one fact.” The results of this study are meaningful for the real-time cross-domain monitoring of structures under variable load conditions, providing a driving force to apply similar methods to practical arch dam projects.
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Corbett, Maryann. "Ice Dam." Anglican Theological Review 102, no. 1 (December 2020): 114. http://dx.doi.org/10.1177/000332862010200108.

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Dissertations / Theses on the topic "Dam"

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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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Ari, Onur. "A Study On Dam Instrumentation Retrofitting: Gokcekaya Dam." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/3/12610283/index.pdf.

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Multi-purpose project requirements lead to construction of large dams. In order to maintain the desired safety level of such dams, comprehensive inspections based on use of a number of precise instruments are needed. The ideal dam instrumentation system should provide time-dependent information about critical parameters so that possible future behavior of the structure can be predicted. New dams are normally equipped with adequate instrumentation systems. Most of the existing dams, however, do not have adequate instruments or current instrumentation systems may not be in good condition. By implementing the modern equipment to existing dams, the uncertainty associated with the impacts of aging or unexpected severe external events will be reduced and possible remedial measures can be taken accordingly. This study summarizes the major causes of dam failures and introduces the instruments to be used to monitor the key parameters of a dam. The concept of the instrument retrofitting to an unmonitored dam is highlighted through a case study. A sample system is proposed for Gö
kç
ekaya Dam, with reference to an investigation of the current condition of the structure. The deficiencies observed during a site visit are listed and the corresponding rehabilitative repair measures are suggested. Finally, different alternatives of a new instrumentation system are introduced and compared in terms of technical and economical aspects.
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Sezgin, Ozgun Ilke. "An Evaluation Study On Instrumentation System Of Cindere Dam." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/3/12609812/index.pdf.

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In this study, the first hardfill dam in Turkey, Cindere Dam, is evaluated regarding current and alternative measurement systems in detail. Cindere Dam is a notable project, especially with its height as an example of hardfill dam, not only in Turkey but also in the world. First, the current instrumentation system of Cindere Dam is evaluated as a whole with reference to the parameters measured, instruments and data acquisition system. Second, an alternative instrumentation system is developed by using additional parameter and instruments to the current instrumentation system. Furthermore, each instrumentation system equipped with manual and automatic data acquisition systems is considered. The comparison between the current and the alternative instrumentation systems are also carried out in terms of technical and economical feasibility aspects. Although, the current instrumentation system is found to be satisfactory, it is observed that the alternative system promotes the current system in various aspects without increasing the cost significantly.
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Al, Maqbali Nasser. "Risk assessment of dams." Title page, contents and abstract only, 1999. http://web4.library.adelaide.edu.au/theses/09ENS/09ensa316.pdf.

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Bibliography: leaves 101-104. Explores risk assessment of dams, a fundamental approach for dam safety measurement, providing a base on which all safety assessment and any appropriate regulation should be developed. Includes an overview of the relevant literature; an example of the application of this method by the South Australia Water Corporation; and it is also applied to the Wadi Al Jizzi Recharge Dam in the Sultanate of Oman. Conclusions and recommendations are presented on the applicability of risk assessment of dams method in the Sultanate of Oman.
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Imbrogno, David F. "Analysis of Dam Failures and Development of a Dam Safety Evaluation Program." The Ohio State University, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=osu1406168902.

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Lismanis, Brandon. "Numerical Modelling of Dam Breaching." Thèse, Université d'Ottawa / University of Ottawa, 2013. http://hdl.handle.net/10393/24004.

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Until recently, research has been scarce in the field of physical modelling of dam breaching. Over the past few years, teams from the University of Ottawa, Canada, Delft University of Technology, Netherlands, and HR Wallingford, United Kingdom have worked on several physical models to help determine how various dam breaching characteristics vary due to changes in dam geometry and geotechnical properties. The purpose of this project is to use these new experimental data sets to compare and validate the applicability range of two existing pieces of software, MIKE11-DB and BREACH developed by the Danish Hydraulic Institute and National Weather Service, respectively. Several breaching characteristics such as the outflow hydrograph, peak flow, lag time, breaching time, breach width, and water level are considered in the present study. A sensitivity analysis is also performed on the model’s main input parameters and their sensitivity and performance is ranked accordingly.
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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 breach parameters, and their prediction using existing embankment dam breach technologies. Results from this study indicate that the time to failure for rock avalanche dams is approximately twice that observed for homogeneous dams due to the armouring properties of the carapace; and that peak discharge is not significantly affected by sedimentology. While application of empirical, parametric, dimensional and physically based models indicated that uncertainty associated with predicted dam break discharges could range from ±19% to ±107%, no modelling technique was able to simulate the armouring phenomenon adequately. Comparison of actual and simulated breach evolution shows linear assumptions of breach depth and width development (as observed in homogeneous dams) to be incorrect. In the context of hazard management, the results suggest that empirical regression relationships should be used for rapid assessment of potential dam break flood magnitude.
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Baron, Stefany A. "Cost Trends and Estimates for Dam Rehabilitation in the Commonwealth of Virginia." Thesis, Virginia Tech, 2020. http://hdl.handle.net/10919/98786.

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In recent years, the United States has seen a high demand for dam rehabilitation projects as most dam infrastructure has started to reach or exceed the expected life span of 50-70 years. Rehabilitation projects can be very expensive, however, and the funding options for dam owners are limited. To raise awareness, organizations such as ASDSO and the Virginia DCR release cost estimates every few years to encourage more investment in dam infrastructure. Unfortunately, many cost estimates have been made with limited data and outdated methodologies. This research collects a new sample of cost data for Virginia dam rehabilitation projects and uses it to assess key factors for cost estimating. Factors such as height, drainage area, hazard classification, and ownership type were used to make regression models that predict the cost of addressing Virginia's non-compliant dams. This study estimates that approximately $300 million is needed to address Virginia's 98 deficient high hazard, local government owned dams and that $122 million of that estimate is need for SWCD dams alone.
Master of Science
Dam rehabilitation refers to the repair, removal, or upgrade of an existing dam structure. Rehabilitation projects are done when dams start to exceed their intended life span (approximately 50-60 years) or when policy makers change the required safety standards. The demand for dam rehabilitation has been increasing for the past several years as more and more dams are being identified as unsafe, but the available funding for rehabilitation projects is limited and competitive to obtain for dam owners. To raise awareness, dam safety agencies release cost estimates every few years to encourage government leaders and the general public to take action. However, these estimates need to be taken with caution as they are often made with limited data availability and outdated methodologies. This research collects a new sample of cost data for Virginia dam rehabilitation projects that have occurred in the last 15 years. Dam characteristics such as height, watershed size, downstream risk potential, and ownership type were used to form equations that predict the cost of addressing Virginia's non-compliant dams. This study estimates that approximately $300 million is needed to address Virginia's 98 deficient high hazard, local government owned dams and that $122 million of that estimate is need for Virginia's Soil and Water Conservation District dams alone.
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Skempas, Marinos. "Dam abutment stability with particular reference to the Thisavros Dam." Thesis, Imperial College London, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.339745.

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Boughoufalah, Mohamed. "Earthquake input mechanisms for dam-foundation interaction." Thesis, McGill University, 1988. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63932.

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Books on the topic "Dam"

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Kalev, A. Dami eno dam--: Antologyah. Ramat-Gan: Sharon, 1994.

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Kalev, A. Dami eno dam--: Antologyah. Ramat-Gan: Sharon, 1994.

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G̲h̲āzī, K̲h̲āqān Ḥaidar. Dam dam nāl dhamāl. Lāhaur: Sānjh, 2008.

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Barker, Bruce. Periodic dam safety report: Hunters Dam. Olympia, Wash: Water Resources Program, Dam Safety Section, Washington State Dept. of Ecology, 1992.

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Cummings, David. Periodic dam safety inspection report: Casad Dam. Olympia, Wash: Water Resources Program, Dam Safety Section, Washington State Dept. of Ecology, 1994.

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Johnson, Douglas L. Periodic dam safety inspection report, Ponderosa Dam. Olympia, Wash: Water Resources Program, Dam Safety Section, Washington State Dept. of Ecology, 1994.

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Zakhmi, Iqbal. Dam dam parhan salam madine. Lahore: Idarah Panjabi Likhariyan, n.d.

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Mullins, Matt. Dam. Ann Arbor, Mich: Cherry Lake Pub., 2009.

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Shibata, Toshio. Dam. Tucson, Ariz: Nazraeli Press, 2004.

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Taḥlīl damm [i.e. dam]: Riwāyah. Beirut: Riyāḍ al-Rayyis lil-Kutub wa-al-Nashr, 2002.

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Book chapters on the topic "Dam"

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Gooch, Jan W. "Dam." In Encyclopedic Dictionary of Polymers, 193. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_3272.

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Gooch, Jan W. "DAM." In Encyclopedic Dictionary of Polymers, 193. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_3273.

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Lance, Victoria, and Matthew J. Etchells. "Dam." In A Companion to Interdisciplinary STEM Project-Based Learning, 81–87. Rotterdam: SensePublishers, 2016. http://dx.doi.org/10.1007/978-94-6300-485-5_11.

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Milanović, Petar T. "Dam dam Engineering dam engineering and its Environmental Aspects." In Encyclopedia of Sustainability Science and Technology, 2788–804. New York, NY: Springer New York, 2012. http://dx.doi.org/10.1007/978-1-4419-0851-3_308.

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Hermanns, Reginald L. "Landslide Dam." In Encyclopedia of Natural Hazards, 602–6. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-4399-4_213.

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Singh, Vijay P. "Dam Breaching." In Dam Breach Modeling Technology, 27–40. Dordrecht: Springer Netherlands, 1996. http://dx.doi.org/10.1007/978-94-015-8747-1_2.

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Güven, Aytaç, and Alper Aydemir. "Dam Safety." In Springer Tracts in Civil Engineering, 15–49. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47139-2_2.

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Chetham, Deirdre. "The Dam." In Before the Deluge, 177–201. New York: Palgrave Macmillan US, 2002. http://dx.doi.org/10.1007/978-1-4039-8126-4_11.

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"dam | damp, n.⁴." In Oxford English Dictionary. 3rd ed. Oxford University Press, 2023. http://dx.doi.org/10.1093/oed/1846292029.

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"Dam." In Encyclopedia of Genetics, Genomics, Proteomics and Informatics, 468. Dordrecht: Springer Netherlands, 2008. http://dx.doi.org/10.1007/978-1-4020-6754-9_4106.

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Conference papers on the topic "Dam"

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Qian, Si-Ze, Yuhong Xie, Zipeng Pan, Yuan Zhang, and Tao Lin. "DAM." In MM '22: The 30th ACM International Conference on Multimedia. New York, NY, USA: ACM, 2022. http://dx.doi.org/10.1145/3503161.3551573.

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Nguyen, Steve, and David Weston. "Dam Break for the Dalles Dam." In World Environmental and Water Resources Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412947.166.

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Qosja, E. "Dam safety monitoring of Komani dam – Albania." In 20th Biennial Conference of the British Dam Society. ICE Publishing, 2018. http://dx.doi.org/10.1680/sdar.64119.483.

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Chen, Zhe, Huan Liu, Yuehan Wang, Zongtao Duan, and Chuan Chen. "E-DAM." In CSAI2019: 2019 3rd International Conference on Computer Science and Artificial Intelligence. New York, NY, USA: ACM, 2019. http://dx.doi.org/10.1145/3374587.3374610.

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Singh, Tejinder. "TejWell Dam." In Power and Energy Systems. Calgary,AB,Canada: ACTAPRESS, 2011. http://dx.doi.org/10.2316/p.2011.714-021.

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DeHeer, Lee. "Dam Decommissioning." In World Water and Environmental Resources Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40569(2001)321.

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Hoang, Dinh-Hieu, Gia-Han Diep, Minh-Triet Tran, and Ngan T. H. Le. "DAM-AL." In SAC '22: The 37th ACM/SIGAPP Symposium on Applied Computing. New York, NY, USA: ACM, 2022. http://dx.doi.org/10.1145/3477314.3507112.

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Chastain, Jerry T., and Po P. Chang. "Convert a Slab-Buttress Dam to a Gravity Dam." In Waterpower Conference 1999. Reston, VA: American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/40440(1999)18.

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Le, Maohua, Qingchao Guo, Zhijian Wang, and Lei Zhang. "Erosion Mechanism of Dam Lands and Flow Characteristics of Dam Breaks under Check-Dam-Break Conditions." In 2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR). IEEE, 2021. http://dx.doi.org/10.1109/ichceswidr54323.2021.9656199.

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Aziz, Medhat. "Dam Breaching Model." In Joint Conference on Water Resource Engineering and Water Resources Planning and Management 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40517(2000)56.

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Reports on the topic "Dam"

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Ploskey, Gene R., Christopher B. Cook, P. Scott Titzler, and Russell A. Moursund. Optimization of Hydroacoustic Deployments at John Day Dam. Office of Scientific and Technical Information (OSTI), November 2002. http://dx.doi.org/10.2172/15002441.

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Ploskey, Gene R., Mark A. Weiland, and Thomas J. Carlson. Route-Specific Passage Proportions and Survival Rates for Fish Passing through John Day Dam, The Dalles Dam, and Bonneville Dam in 2010 and 2011. Office of Scientific and Technical Information (OSTI), June 2012. http://dx.doi.org/10.2172/1046332.

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Hillson, Todd, Sharon Lind, and William Price. McNary Dam, Ice Harbor Dam, and Lower Monumental Dam Smolt Monitoring Program; 1996 Annual Report. Office of Scientific and Technical Information (OSTI), July 1997. http://dx.doi.org/10.2172/563834.

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Rakowski, Cynthia L., William A. Perkins, Marshall C. Richmond, and John A. Serkowski. Computational Fluid Dynamics Modeling of the John Day Dam Tailrace. Office of Scientific and Technical Information (OSTI), July 2010. http://dx.doi.org/10.2172/1033088.

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Warren, Thomas L., J. J. Howard, and Douglas H. Merkle. The Post-Dam System. Volume 2. Post-Dam Expert System (PDES). Fort Belvoir, VA: Defense Technical Information Center, October 1992. http://dx.doi.org/10.21236/ada270114.

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Eckerlin, Richard D., and Dennis Larson. Wynoochee Dam Foundation Report. Fort Belvoir, VA: Defense Technical Information Center, January 1988. http://dx.doi.org/10.21236/ada207425.

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Park, Howard, and Michael Trawle. Hildebrand Lock and Dam. Fort Belvoir, VA: Defense Technical Information Center, July 1999. http://dx.doi.org/10.21236/ada367189.

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Warren, Thomas L., J. J. Howard, and Douglas H. Merkle. The Post-Dam System. Volume 1. Introduction to the Post-Dam System. Fort Belvoir, VA: Defense Technical Information Center, October 1992. http://dx.doi.org/10.21236/ada270113.

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Wagner, Paul. McNary Dam and Lower Monumental Dam Smolt Monitoring Program; 1994-1995 Annual Report. Office of Scientific and Technical Information (OSTI), January 1996. http://dx.doi.org/10.2172/772550.

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10

Cook, Chris B., Berhon Dibrani, John A. Serkowski, Marshall C. Richmond, P. Scott Titzler, and Gary W. Dennis. Acoustic Doppler Current Profiler Measurements in the Tailrace at John Day Dam. Office of Scientific and Technical Information (OSTI), January 2006. http://dx.doi.org/10.2172/890724.

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