Relevant bibliographies by topics / Dam break

Contents

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

Academic literature on the topic 'Dam break'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Dam break"

1

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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Noviani, Evi, Yoga Satria Putra, and Cucu Suheri. "Analysis of Dam Break Wave Using Analytical, Computational Fluid Dynamics, and Experimental Approaches." International Journal on Advanced Science, Engineering and Information Technology 13, no. 6 (2023): 2380–87. http://dx.doi.org/10.18517/ijaseit.13.6.18927.

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This research aims to examine the capability of the Computational Fluid Dynamics (CFD) method in simulating the behavior of dam break waves. It begins by building a 2D numerical simulation using OpenFOAM. To overcome the influence of turbulence, we employed the Large Eddy Simulation (LES) turbulent model, specifically the k-Equation and Smagorinsky model. The simulation was developed by applying the Navier-Stokes equations using the finite volume method in OpenFOAM. The analysis focuses on the free surface of a dam break. The results are in good accordance with both analytical and experimental
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Noviani, Evi, Yoga Satria Putra, and Cucu Suheri. "Analysis of Dam Break Wave Using Analytical, Computational Fluid Dynamics, and Experimental Approaches." International Journal on Advanced Science, Engineering and Information Technology 13, no. 6 (2023): 2380–87. http://dx.doi.org/10.18517/ijaseit.v13i6.18927.

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This research aims to examine the capability of the Computational Fluid Dynamics (CFD) method in simulating the behavior of dam break waves. It begins by building a 2D numerical simulation using OpenFOAM. To overcome the influence of turbulence, we employed the Large Eddy Simulation (LES) turbulent model, specifically the k-Equation and Smagorinsky model. The simulation was developed by applying the Navier-Stokes equations using the finite volume method in OpenFOAM. The analysis focuses on the free surface of a dam break. The results are in good accordance with both analytical and experimental
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Ahmadi, Sayed, and Yoshimichi Yamamoto. "A New Dam-Break Outflow-Rate Concept and Its Installation to a Hydro-Morphodynamics Simulation Model Based on FDM (an Example on Amagase Dam of Japan)." Water 13, no. 13 (2021): 1759. http://dx.doi.org/10.3390/w13131759.

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Dams are constructed to benefit humans; however, dam-break disasters are unpredictable and inevitable leading to economic and human life losses. The sequential catastrophe of a dam break directly depends on its outflow hydrograph and the extent of population centers that are located downstream of an affected dam. The population density of the cities located in the vicinity of dams has increased in recent times and since a dam break hydrograph relies on many uncertainties and complexities in devising a dam-break outflow hydrograph, more researches for the accurate estimation of a dam-break floo
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Luo, Chen, Ke Xu, and Yunsheng Zhao. "A TVD discretization method for shallow water equations: Numerical simulations of tailing dam break." International Journal of Modeling, Simulation, and Scientific Computing 08, no. 03 (2017): 1850001. http://dx.doi.org/10.1142/s1793962318500010.

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In view of the disastrous consequences of tailings dam break and its unique evolutionary process in complex areas, this paper constructs two-dimensional shallow water equations, rheological equations and mathematical models of tailings sand flows on the basis of Navier–Stokes equations (N–S equations). It performs total variation diminishing (TVD) discretization on these equations, develops forward simulation programs in MATLAB2016 and conducts numerical analyses on three kinds of dam breaks (ideal dam break, asymmetric dam break and dam break with obstacles in the downstream area). The result
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Wang, Xiao Ling, Qing Song Wang, Rui Rui Sun, and Xue Fei Ao. "Study on the Gray Fuzzy Comprehensive Evaluation Model about Dam-Break Consequences." Advanced Materials Research 594-597 (November 2012): 1965–68. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.1965.

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The comprehensive evaluation of the dam-break consequences is an issue of crucial importance for defending natural disasters, protecting socio-economic and sustaining ecological development. The consequences of dam-break were analyzed, including life loss, economic loss and the social and environmental influence. The loss of life evaluation based on the improved Graham method was introduced. Depth, velocity and other hydraulic parameters of dam-break flood were obtained by the three-dimensional numerical simulation, which has proved to be a useful tool for dam-break consequences. AHP method wa
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Gu, Hao, Xiao Fu, Yantao Zhu, Yijun Chen, and Lixian Huang. "Analysis of Social and Environmental Impact of Earth-Rock Dam Breaks Based on a Fuzzy Comprehensive Evaluation Method." Sustainability 12, no. 15 (2020): 6239. http://dx.doi.org/10.3390/su12156239.

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A large proportion of the dams in China are earth-rock dams. Regarding the well-studied loss of life and economic consequences due to dam breaks, this paper introduces the causes and modes of earth-rock dam breaks and the corresponding dam-break losses in terms of the social and environmental aspects. This study formulates the evaluation index system and criteria of earth-rock dam breaks’ impact on society and the environment based on a fuzzy comprehensive evaluation method. The results show that the evaluation grade of the social and environmental impact of the dam break of the Liujiatai Rese
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Adityawan, Mohammad Bagus, Bagus Pramono Yakti, Calvin Sandi, et al. "Economic Loss due to the Failure of a Cascade Dam: A Study Case in the Saguling-Cirata-Jatiluhur Dam." International Journal on Advanced Science, Engineering and Information Technology 14, no. 1 (2024): 333–43. http://dx.doi.org/10.18517/ijaseit.14.1.19433.

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A dam break event can cause heavy loss in the affected area due to the lack of a mitigation system. Therefore, modeling the possibility of a dam break occurrence requires a risk analysis. The Saguling Dam, Cirata Dam, and Jatiluhur Dam make a cascade dam and is one of the country's most valuable assets. This study simulates a flood induced by the failure of this cascade dam. The dam break is simulated using HEC-HMS 4.6 with several dam-break scenarios due to overtopping and piping. The scenario with the highest peak discharge is then used to simulate the overland flow using HEC-RAS 5.0.7, repr
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Xu, Fu-gang, Xing-guo Yang, Jia-wen Zhou, and Ming-hui Hao. "Experimental Research on the Dam-Break Mechanisms of the Jiadanwan Landslide Dam Triggered by the Wenchuan Earthquake in China." Scientific World Journal 2013 (2013): 1–13. http://dx.doi.org/10.1155/2013/272363.

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Dam breaks of landslide dams are always accompanied by large numbers of casualties, a large loss of property, and negative influences on the downstream ecology and environment. This study uses the Jiadanwan landslide dam, created by the Wenchuan earthquake, as a case study example. Several laboratory experiments are carried out to analyse the dam-break mechanism of the landslide dam. The different factors that impact the dam-break process include upstream flow, the boulder effect, dam size, and channel discharge. The development of the discharge channel and the failure of the landslide dam are
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Purnama, N., R. Jayadi, and Istiarto. "Dam break analysis using 1D geometry at Jatigede Dam, Sumedang." IOP Conference Series: Earth and Environmental Science 930, no. 1 (2021): 012088. http://dx.doi.org/10.1088/1755-1315/930/1/012088.

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Abstract Dam breaks can result in flash floods which have enormous destructive power. This destructive force becomes even more significant when the dam break occurs in a dam with a large capacity. An example is the Jatigede Dam, which has a capacity of 1,060 million m3. To determine the flash flood characteristics and potential impact of the collapse of the Jatigede Dam, an analysis of the dam break was carried out using HEC-RAS software. The dam break scenario uses a Probable Maximum Flood (PMF) inflow with the partial opening of two spillway gates in the middle, which causes the dam overtopp
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Dissertations / Theses on the topic "Dam break"

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Wu, Juliana S. B. Massachusetts Institute of Technology. "Characterizing the dam break release." Thesis, Massachusetts Institute of Technology, 2014. http://hdl.handle.net/1721.1/92213.

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Thesis: S.B., Massachusetts Institute of Technology, Department of Mechanical Engineering, 2014.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (page 41).<br>The failure of a dam can cause disastrous consequences, thus understanding the nature of a dam break is of utmost importance. A model of a dam break was built and used to profile the resulting wave. The gate release was characterized to check for consistency, maximum velocity, and it's profile. Matlab code was created to analyze both the gate speed and the wave velocity. The maximum velocity was 1503.2 cm/
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MODOLO, A. V. F. "ESCOAMENTO de Materiais Viscoplásticos: Dam Break Flow." Universidade Federal do Espírito Santo, 2017. http://repositorio.ufes.br/handle/10/9757.

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Made available in DSpace on 2018-08-02T00:02:59Z (GMT). No. of bitstreams: 1 tese_11317_ALAN VICTOR FERREIRA MODOLO .pdf: 4918358 bytes, checksum: 4f9210c521179af173132f3ad0f9737f (MD5) Previous issue date: 2017-03-24<br>Ao longo do último século, o Dam Break Flow vem sendo estudado por muitos autores. A compreensão deste tipo de fenômeno é de grande relevância, uma vez que envolve aplicações em barragens que oferecem múltiplos benefícios para a humanidade. Porém, o rompimento de uma dessas barragens pode trazer consequências indesejáveis e imensuráveis para a sociedade e para o setor de min
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Tang, Gaven. "Two-dimensional mobile-bed dam-break model." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/43508.

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Sudden and catastrophic dam-breaks typically induce high bed shear stresses downstream as the flood-wave propagates over the alluvial channel and flood plain. In fact, the non-dimensionalized shear stresses are often high enough that they are comparable to those typically seen in the transport of sand. Despite the existence of these shear stresses, industry typically ignores sediment transport altogether and assumes a fixed-bed when modelling dam-breaks. This thesis will examine the validity of the fixed-bed assumption and create a depth-averaged 2D mobile-bed dam-break model. This model will
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Gozali, Salahudin. "Dam-break solutions for a partial breach." Thesis, University of Canterbury. Civil Engineering, 1991. http://hdl.handle.net/10092/7199.

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Four different numerical models are developed to simulate the flow resulting from a breached dam. The models are a level-reservoir-approximation model, an explicit method-of-characteristics model, an implicit method-of-characteristics model and a linearized implicit finite-difference model. The first model is based upon the storage form of the continuity equation, and the other models are based upon the complete St. Venant equations. Laboratory experiments are performed to investigate the flow characteristics and to verify the validity of the numerical models. Comparisons between model result
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Chegini, Amir H. Nezamivand. "Investigation and analysis of dam-break flow problem." Thesis, University of Manchester, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.521520.

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Variations of the flow characteristicsh ave been investigatedf or the flow propagationd ue to a dam-plate removal. Experiments were carried out for various water depth ratios (Hj/H,, 0,0.1,0.45,0.7) in a flume with / without an obstacle downstream of the damsite. Measurementso f flow characteristicsw ere made in the laboratory using a Particle ImageV elocimetry (PIV) system.T o assessth e accuracyo f the PIV measuremenst ystem, Water Level Meter (WLM) measurements have been taken. Comparison of PIV and WLM measureds urfacee levationsa re presentedT. he image analysiss ystemv isualisedt he jet
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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
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Natale, Elisabetta. "Dam break risk assessment in Baker Valley (Chilean Patagonia)." Thesis, Massachusetts Institute of Technology, 2009. http://hdl.handle.net/1721.1/53069.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2009.<br>Includes bibliographical references (leaves 57-59).<br>An hydroelectric project was proposed by HidroAysen Company in the Aysen Region of Chilean Patagonia. It consisted of the installation of five hydroelectric power stations, two on Rio Baker and three on Rio Pascua, with an average annual energy production of 18,430 GWH. The Environmental Impact Assessment (EIA) presented by HidroAysen lacked of a dam failure impact assessment, crucial to prevent or minimize the impact of unexpect
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Pereira, Clicia Giovane Alves. "Estudo matemático do método SPH para modelo Wet-Dam-Break /." Presidente Prudente, 2019. http://hdl.handle.net/11449/181857.

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Orientador: Carlos Alberto Dutra Fraga Filho<br>Banca: Messias Meneguette Júnior<br>Banca: Vanessa Avansini Botta Pirani<br>Banca: Andriana Susana Lopes de Oliveira Campanharo<br>Resumo: Neste trabalho, apresenta-se o método Lagrangiano de partículas livre de malhas, Smoothed Particle Hydrodynamics (SPH). Neste método, o domínio do problema é discretizado empregando partículas que possuem propriedades físicas calculadas a partir das propriedades das partículas vizinhas, por meio de uma interpolação, utilizando uma função de suavização. O método foi aplicado para discretizar e adaptar para SPH
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Karakaya, Koray. "Numerical Simulation Of The Kirazlikopru Dam Failure On The Gokirmak River." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606039/index.pdf.

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Numerical dam break analyses of Kirazlik&ouml<br>pr&uuml<br>Dam are performed under various hydraulic scenarios. Kirazlik&ouml<br>pr&uuml<br>Dam is located on the G&ouml<br>kirmak River near the city of Bartin. The objective of these analyses is to investigate adverse effects of such dam break failure on the regions downstream of the dam. The numerical model used in the simulations is FLDWAV, which is developed by the National Weather Service (NWS) in the United States. It appears that most adversely effected regions are those that are closest to the dam location. The results of these simulati
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Aboelata, Maged A. "Conceptualization and Development of a Dam Break Life-Loss Estimation Model." DigitalCommons@USU, 2005. https://digitalcommons.usu.edu/etd/4540.

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Catastrophic events such as dam failures or severe floods are considered to be of low probability, although their consequences can be extremely high and might include loss of life. Earlier studies have linked circumstances surrounding historical darn failure events to actual loss of life and produced formulations using statistical analysis of these events. Shortcomings of these methods include the inability to adjust life-loss estimates based on the type of darn failure, global averaging of population at risk, and ignoring the dynamics of the evacuation process. The main objective of this rese
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Books on the topic "Dam break"

1

Mani, Pankaj. Dam break study of Myntdu Leska Dam using DAMBRK model. National Institute of Hydrology, 2001.

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CADAM, Meeting (1998 Wallingford England). Proceedings of the CADAM meeting, Wallingford, United Kingdom: Concerted action on dam-break modelling, 2 and 3 March 1998. European Commission, Directorate-General Research, 1999.

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Coho, Carol. Dam-break floods in low order mountain channels of the Pacific Northwest. Timber, Fish & Wildlife, 1994.

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Coho, Carolyn S. Dam-break floods in low order mountain channels of the Pacific Northwest. Timber, Fish & Wildlife, 1994.

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Jarrett, Robert D. Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado. Dept. of the Interior, U.S. Geological Survey, 1987.

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E, Costa John, and Colorado. Office of the State Engineer., eds. Hydrology, geomorphology, and dam-break modeling of the July 15, 1982, Lawn Lake Dam and Cascade Lake Dam failures, Larimer County, Colorado. U.S. G.P.O.], 1986.

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Dostert, Dana. Impacts of a Lake Bronson Dam break on the cities of Lake Bronson and Hallock, Minnesota. Minnesota Dept. of Natural Resources, Waters, 2004.

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C, Pierson Thomas, and Geological Survey (U.S.), eds. The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon. U.S. Dept. of the Interior, Geological Survey, 1985.

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Gallino, Gary L. Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon. U.S. G.P.O., 1985.

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ill, Kylberg Virginia, ed. Mom and Dad break up. Fearon Teacher Aids, 1996.

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Book chapters on the topic "Dam break"

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Toro, Eleuterio F. "DAM-BREAK Modelling." In Computational Algorithms for Shallow Water Equations. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-61395-1_15.

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Almeida, A. Betâmio, and A. Bento Franco. "Modeling of Dam-Break Flow." In Computer Modeling of Free-Surface and Pressurized Flows. Springer Netherlands, 1994. http://dx.doi.org/10.1007/978-94-011-0964-2_12.

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Rai, Raveendra Kumar, Chandra S. P. Ojha, and Vijay P. Singh. "Dam Break and GLOF Modeling." In Handbook of Applied Hydrologic and Water Resources Engineering. CRC Press, 2025. https://doi.org/10.1201/9781003478218-16.

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James, L. Douglas, and Melanie L. Bengtson. "Catastrophic Damage from Dam-Break Floods." In Risk Assessment in Setting National Priorities. Springer US, 1989. http://dx.doi.org/10.1007/978-1-4684-5682-0_19.

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Tabios III, Guillermo Q. "Flood and Dam-Break Modeling Studies." In World Water Resources. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-25401-8_8.

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Dinçer, Ali Ersin, Zafer Bozkuş, Ahmet Nazım Şahin, Abdullah Demir, and Saeid Eslamian. "Simulating Flood Due to Dam Break." In Flood Handbook. CRC Press, 2022. http://dx.doi.org/10.1201/9780429463327-31.

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Dewals, Benjamin, Sébastien Erpicum, Michel Pirotton, and Pierre Archambeau. "Dam Break Flow Modelling with Uncertainty Analysis." In Advances in Hydroinformatics. Springer Singapore, 2013. http://dx.doi.org/10.1007/978-981-4451-42-0_9.

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Stilmant, Frédéric, Benjamin Dewals, Sébastien Erpicum, Michel Pirotton, and Pierre Archambeau. "A Modular Approach Dedicated to Dam-Break and Dam-Breaching Modelling." In Advances in Hydroinformatics. Springer Singapore, 2015. http://dx.doi.org/10.1007/978-981-287-615-7_17.

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Prasad, Bikram, H. L. Tiwari, and Sunny Gupta. "Dam Break Flood Inundation Mapping of Umrar Dam Using HEC-RAS." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1890-4_13.

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Jibhakate, Shubham M., and P. V. Timbadiya. "Dam Break Analysis for Ukai Dam in Lower Tapi Basin, India." In River Hydraulics. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-81768-8_30.

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Conference papers on the topic "Dam break"

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

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Teal, Martin J., and Christopher Goodell. "Hawaii Technical Dam Break Studies: Hydraulic Studies and Dam Break Scenarios." In World Environmental and Water Resources Congress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40976(316)284.

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Fernandes, Preeyal, and Purnanand P. Savoikar. "Dam Break Analysis of Earthen Dam in Goa." In Second International Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2025. https://doi.org/10.21467/proceedings.179.12.

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Dams are an integral part of the country’s economy and development. Dams are confines built over a river to store water and construct a reservoir that serves various purposes. It is very important to have dam safety maintenance and monitoring. Therefore, dam breach analysis becomes an essential part of examining unforeseen repercussions posed to human habitat and environment by an abrupt release of water downstream of a dam. Every dam structure needs to be assessed whether built or proposed for the risk of collapse in essence to find out the precise consequences that would arise after the brea
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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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Sarma, Arup Kumar, and Mimi Das Saikia. "Dam Break Hydraulics in Natural Rivers." In World Environmental and Water Resources Congress 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)69.

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WANG, DEGUAN, LI CHENG, and YINGCHUN WANG. "2-D DAM-BREAK WAVE SIMULATION." In Proceedings of the 13th IAHRߝ;APD Congress. World Scientific Publishing Company, 2002. http://dx.doi.org/10.1142/9789812776969_0063.

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Jiansong Wu, Kai Bao, and Hui Zhang. "Research progress on dam-break floods." In 2011 2nd IEEE International Conference on Emergency Management and Management Sciences (ICEMMS). IEEE, 2011. http://dx.doi.org/10.1109/icemms.2011.6015689.

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McPhail, Gordon, Roxana Ugaz Palomino, and Francisco Garcia Araujo. "Rheological testing for dam break modelling." In Paste 2023: 25th International Conference on Paste, Thickened and Filtered Tailings. University of Alberta and Australian Centre for Geomechanics, Edmonton and Perth, 2023. http://dx.doi.org/10.36487/acg_repo/2355_45.

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Zhang, Limin, and Ming Peng. "Human Vulnerability to Dam Break Floods." In 5th Asian-Pacific Symposium on Structural Reliability and its Applications. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2219-7_p391.

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"Dam Break and Flash Flood Prediction Case Study: Zhinvali Dam, Georgia." In The Second Eurasian RISK-2020 Conference and Symposium. AIJR Publisher, 2020. http://dx.doi.org/10.21467/abstracts.93.55.

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Reports on the topic "Dam break"

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Acone, Scott, and Chris Hatfield. Dam-Break Flood Analysis Upper Hurricane Reservoir, Hartford, Vermont. Defense Technical Information Center, 1995. http://dx.doi.org/10.21236/ada336626.

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Chen, K. F. Estimation of Downstream Cesium Concentrations Following a Postulated PAR Pond Dam Break. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/799417.

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Chanson, Hubert, Philippe Coussot, Sébastien Jarny, and Laurent Tocquer. A Study of Dam Break Wave of Thixotropic Fluid: Bentonite Surges down an Inclined plane. The University of Queensland, Department of Civil Engineering, 2004. http://dx.doi.org/10.14264/9437.

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Chanson, Hubert. Applications of the Saint-Venant Equations and Method of Characteristics to the Dam Break Wave Problem. The University of Queensland, Department of Civil Engineering, 2005. http://dx.doi.org/10.14264/9438.

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Furuyama, Sho-ichi, and Hubert Chanson. A Numerical Study of Open Channel Flow Hydrodynamics and Turbulence of the Tidal Bore and Dam-Break Flows. Division of Civil Engineering, The University of Queensland, 2008. http://dx.doi.org/10.14264/138913.

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Chanson, Hubert. Sudden flood release down a stepped cascade. Unsteady air-water flow measurements. Applications to wave run-up, flash flood and dam break wave. The University of Queensland, 2003. https://doi.org/10.14264/c8ce3ff.

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Poulsen, K. H. (Day 1) The evolution of the southern Abitibi greenstone belt and the Larder Lake-Cadillac break. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2017. http://dx.doi.org/10.4095/306253.

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Schiavuzzi, Alexandra, Cathelijne van Kemenade, Eleanor Wilson, Nick Petrunoff, and Eileen Goldberg. Physical activity in school playgrounds. The Sax Institute, 2024. https://doi.org/10.57022/jhly4812.

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This report, commissioned by the Northern Sydney Local Health District (NSLHD) and prepared by the Sax Institute, investigates strategies to enhance physical activity among primary school children (aged 5-12) in school playgrounds. The review evaluates interventions targeting physical activity during unstructured playground time, examining their effectiveness, implementation characteristics, and factors influencing success. A systematic search of peer-reviewed literature published since 2022 identified 16 relevant studies. Effective strategies to promote physical activity in school playgrounds
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Blundell, S. User guide : the DEM Breakline and Differencing Analysis Tool—gridded elevation model analysis with a convenient graphical user interface. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45040.

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Gridded elevation models of the earth’s surface derived from airborne lidar data or other sources can provide qualitative and quantitative information about the terrain and its surface features through analysis of the local spatial variation in elevation. The DEM Breakline and Differencing Analysis Tool was developed to extract and display micro-terrain features and vegetative cover based on the numerical modeling of elevation discontinuities or breaklines (breaks-in-slope), slope, terrain ruggedness, local surface optima, and the local elevation difference between first surface and bare earth
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Morriss, Matthew C. Interim Geologic Map of the Vernal NE Quadrangle, Uintah County, Utah. Utah Geological Survey, 2024. http://dx.doi.org/10.34191/ofr-762.

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The Vernal NE 7.5' quadrangle is located at the northern boundary of the Colorado Plateau physiographic province, within the Uinta Basin sub-province (Fenneman and Johnson, 1946). The Middle Rocky Mountains, in Fenneman and Johnson’s (1946) classification, is located east and north of the quadrangle. The quadrangle includes Ashley Valley, centered on Ashley Creek, which drains the southern flank of the Uinta Mountains. The western part of the quadrangle is defined by the northwest-southeast-trending Asphalt Ridge and the west-dipping slope along the flank of the ridge. The northeastern part of
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