Gotowe bibliografie tematyczne / Fluvial hazards

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  1. Artykuły w czasopismach
  2. Rozprawy doktorskie
  3. Książki
  4. Części książek
  5. Streszczenia konferencji
  6. Raporty organizacyjne

Gotowa bibliografia na temat „Fluvial hazards”

Autor: Grafiati
Data publikacji: 3 czerwca 2025
Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Fluvial hazards"

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Schumm, S. A. "Erroneous perceptions of fluvial hazards." Geomorphology 10, no. 1-4 (1994): 129–38. http://dx.doi.org/10.1016/0169-555x(94)90012-4.

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Apel, H., O. M. Trepat, N. N. Hung, D. T. Chinh, B. Merz, and N. V. Dung. "Combined fluvial and pluvial urban flood hazard analysis: method development and application to Can Tho City, Mekong Delta, Vietnam." Natural Hazards and Earth System Sciences Discussions 3, no. 8 (2015): 4967–5013. http://dx.doi.org/10.5194/nhessd-3-4967-2015.

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Abstract. Many urban areas experience both fluvial and pluvial floods, because locations next to rivers are preferred settlement areas, and the predominantly sealed urban surface prevents infiltration and facilitates surface inundation. The latter problem is enhanced in cities with insufficient or non-existent sewer systems. While there are a number of approaches to analyse either fluvial or pluvial flood hazard, studies of combined fluvial and pluvial flood hazard are hardly available. Thus this study aims at the analysis of fluvial and pluvial flood hazard individually, but also at developin
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Apel, Heiko, Oriol Martínez Trepat, Nguyen Nghia Hung, Do Thi Chinh, Bruno Merz, and Nguyen Viet Dung. "Combined fluvial and pluvial urban flood hazard analysis: concept development and application to Can Tho city, Mekong Delta, Vietnam." Natural Hazards and Earth System Sciences 16, no. 4 (2016): 941–61. http://dx.doi.org/10.5194/nhess-16-941-2016.

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Abstract. Many urban areas experience both fluvial and pluvial floods, because locations next to rivers are preferred settlement areas and the predominantly sealed urban surface prevents infiltration and facilitates surface inundation. The latter problem is enhanced in cities with insufficient or non-existent sewer systems. While there are a number of approaches to analyse either a fluvial or pluvial flood hazard, studies of a combined fluvial and pluvial flood hazard are hardly available. Thus this study aims to analyse a fluvial and a pluvial flood hazard individually, but also to develop a
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Arosio, Marcello, Chiara Arrighi, Luigi Cesarini, and Mario L. V. Martina. "Service Accessibility Risk (SAR) Assessment for Pluvial and Fluvial Floods in an Urban Context." Hydrology 8, no. 3 (2021): 142. http://dx.doi.org/10.3390/hydrology8030142.

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The development of strategies to adapt to and mitigate the potential adverse consequences of natural hazards requires support from risk assessment studies that quantify the impacts of hazardous events on our society. A comprehensive analysis of risk commonly evaluates the elements exposed to the hazard probabilistic scenarios and their vulnerabilities. However, while significant advances have been made in the assessment of direct losses, indirect impacts are less frequently examined. This work assesses the indirect consequences of two hydrologic hazards, i.e., pluvial and fluvial floods, in an
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Allende Ccahuana, Teófilo. "Análisis de los peligros hidrometeorológico y caída de roca en la ciudad de Pucalá y CP Huaca Rajada y Sipán." Revista del Instituto de investigación de la Facultad de minas, metalurgia y ciencias geográficas 27, no. 53 (2024): e25046. http://dx.doi.org/10.15381/iigeo.v27i53.25046.

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The objective of the research is to develop an analysis of the hydrometeorological and rockfall hazards that impact the city of Pucalá and the populated centers of Huaca Rajada and Sipán, based on multi-criteria evaluation (MCE) techniques, where the variables of the susceptibility of the territory and the evaluation parameters for fluvial flooding, flooding, debris flow and rockfall hazards are identified. In addition, a matrix is used to assign weightings according to the relative importance of each variable and its descriptors with respect to the probability of increasing hazard levels. The
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Zazo, Santiago, Pablo Rodríguez-Gonzálvez, José-Luis Molina, Diego González-Aguilera, Carlos Agudelo-Ruiz, and David Hernández-López. "Flood Hazard Assessment Supported by Reduced Cost Aerial Precision Photogrammetry." Remote Sensing 10, no. 10 (2018): 1566. http://dx.doi.org/10.3390/rs10101566.

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Increasing flood hazards worldwide due to the intensification of hydrological events and the development of adaptation-mitigation strategies are key challenges that society must address. To minimize flood damages, one of the crucial factors is the identification of flood prone areas through fluvial hydraulic modelling in which a detailed knowledge of the terrain plays an important role for reliable results. Recent studies have demonstrated the suitability of the Reduced Cost Aerial Precision Photogrammetry (RC-APP) technique for fluvial applications by accurate-detailed-reliable Digital Terrai
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Moftakhari, Hamed R., Gianfausto Salvadori, Amir AghaKouchak, Brett F. Sanders, and Richard A. Matthew. "Compounding effects of sea level rise and fluvial flooding." Proceedings of the National Academy of Sciences 114, no. 37 (2017): 9785–90. http://dx.doi.org/10.1073/pnas.1620325114.

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Sea level rise (SLR), a well-documented and urgent aspect of anthropogenic global warming, threatens population and assets located in low-lying coastal regions all around the world. Common flood hazard assessment practices typically account for one driver at a time (e.g., either fluvial flooding only or ocean flooding only), whereas coastal cities vulnerable to SLR are at risk for flooding from multiple drivers (e.g., extreme coastal high tide, storm surge, and river flow). Here, we propose a bivariate flood hazard assessment approach that accounts for compound flooding from river flow and coa
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Sunarto, S. "Pemaknaan Filsafati Kearifan Lokal untuk Adaptasi Masyarakat terhadap Ancaman Bencana Marin dan Fluvial di Lingkungan Kepesisiran." Forum Geografi 25, no. 1 (2011): 1. http://dx.doi.org/10.23917/forgeo.v25i1.5026.

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The purpose of this research was to study the philosophical meaning of local wisdom that developed in the communities in the coastal environment, particularly in the eastern coast of Central Java. The method used for this philosophical meaning using the approach of geomorphological hermeneutics and disaster semiotics. The results of this research indicate that identified local wisdom in the form of cultural semiotics and faunal semiotics to anticipate the hazards of climate change as marine hazard and fluvial hazard. Cultural semiotics found in the form of advice that still need to be interpre
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Quan, Nguyen Cong, Pham Van Hung та Nguyen Van Dung. "ĐẶC ĐIỂM ĐỊA MẠO VÙNG CỬA SÔNG VEN BIỂN SÔNG THẠCH HÃN VÀ TAI BIẾN TỰ NHIÊN LIÊN QUAN". Tạp chí Khoa học và Công nghệ Biển 18, № 1 (2018): 27–38. http://dx.doi.org/10.15625/1859-3097/18/1/8831.

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Study on the geomorphological features, landform changes and correlated natural hazardous events was based on analyzing available literature and data. The coastal landform of Thach Han river mouth is a result from fluvial, fluvial - marine and marine accumulation along with local tectonic activities during Pliocene - Quaternary. During Pliocene - Pleistocene, western uplift and eastern subsidence movements were forming the types of landforms such as hills, erosion and abrasion terraces and accumulated plains of fluvial and fluvial - marine sediments. From early to middle Holocene, subsidence m
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Victorov, A. S., T. V. Orlov, S. A. Sadkov, and O. N. Trapeznikova. "Remote assessment of natural hazards on the base of the mathematical morphology of landscape." Геоэкология. Инженерная геология. Гидрогеология. Геокриология, no. 5 (September 20, 2019): 61–73. http://dx.doi.org/10.31857/s0869-78092019561-73.

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The aim of this paper is to show approaches for the quantitative evaluation of natural hazards using the remote sensing data and basing on the results of the mathematical morphology of landscape. The mathematical model of the morphological pattern for lacustrine thermokarst plains with fluvial erosion was taken for the decision of the problem in case of an asynchronous start of the thermokarst process with the continuous generation of new thermokarst depressions.
 The mathematical analysis of assumptions taken in the model gives us the regularities of the morphological pattern for the the
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Rozprawy doktorskie na temat "Fluvial hazards"

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Shafei, Afshin. "Geomorphological characterization of fluvial flood hazard across the island of Oahu, Hawaii (USA)." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021.

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Assessing floods hazard is critical to preventing damages and acting fast when a flood event occurs. Flood hazard assessment can be costly, time-consuming, and complex due to running complicated hydrodynamic models of rivers and floodplain systems. Besides, several model runs are normally necessary because different scenarios over large areas must be analyzed for a full characterization of flood hazards. To solve this problem and make the analysis easier with less cost and time, we can use machine-learning techniques. Machine-learning and data-driven methods can be the best alternative way to
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Chevalier, Guillaume G. "Assessing debris-flow hazard focusing on statistical morpho-fluvial susceptibility models and magnitude-frequency relationships. Application to the central-eastern Pyrenees." Doctoral thesis, Universitat Politècnica de Catalunya, 2013. http://hdl.handle.net/10803/128804.

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Occurrence of debris flows has received little attention in the Pyrenees, probably due to the small risk faced by most of the debris-flow prone sites in this mountain range. Nevertheless, the event of Biescas, which occurred in august 1996 and causing 87 casualties, demonstrates the existence of high-risk spots in the region and justifies the elaboration of the debris-flow hazard assessment presented in this thesis. Five debris flows, which occurred in 2008, are selected; and site-specific descriptions and analysis, regarding geology and morphology, were performed. The results are compared wi
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Bocanegra, Vinasco Ricardo Andres. "Evaluation of the risk due to fluvial flooding in vehicles and road infrastructures at basin scale." Doctoral thesis, Universitat Politècnica de València, 2020. http://hdl.handle.net/10251/157654.

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[ES] Las inundaciones pueden llegar a desestabilizar los vehículos y estos, a su vez, pueden exacerbar los efectos negativos de las inundaciones cuando son arrastrados por el flujo, generando no solamente pérdidas económicas sino también de vidas humanas. En las ciudades, la mayor parte de las muertes durante las inundaciones ocurre al interior de los vehículos debido a que los conductores intentan cruzar con sus vehículos por zonas inundadas (Jonkzman and Kelman 2005; Drobot et al. 2007; Kellar and Schmidlin 2012). En países desarrollados, un alto porcentaje de estas muertes ocurre durante in
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Field, John Jacob. "Surficial processes, channel change, and geological methods of flood-hazard assessment on fluvially dominated alluvial fans in Arizona." Diss., The University of Arizona, 1994. http://hdl.handle.net/10150/186649.

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A combination of geological and hydraulic techniques represents the most sensible approach to flood hazard analysis on alluvial fans. Hydraulic models efficiently yield predictions of flood depths and velocities, but the assumptions on which the models are based do not lead to accurate portrayals of natural fan processes. Geomorphological mapping, facies, mapping, and hydraulic reconstructions of past floods provide data on the location, types, and magnitude of flood hazards, respectively. Geological reconstructions of past floods should be compared with the results of hydraulic modeling befor
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Smith, Patrick Eugene. "Tectonic geomorphology of coastal mountain ranges along a transform plate boundary geomorphic evolution of fluvial terraces with implications for defining rates of crustal displacement and earthquake recurrence intervals /." Diss., UC access only, 2009. http://proquest.umi.com/pqdweb?index=152&did=1907173991&SrchMode=1&sid=1&Fmt=7&retrieveGroup=0&VType=PQD&VInst=PROD&RQT=309&VName=PQD&TS=1270496015&clientId=48051.

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Thesis (Ph. D.)--University of California, Riverside, 2009.<br>Includes abstract. Includes bibliographical references (leaves 112-120). Issued in print and online. Available via ProQuest Digital Dissertations.
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Książki na temat "Fluvial hazards"

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Dey, Sourav, and Sujit Mandal. Riverbank Erosion Hazards and Channel Morphodynamics. Taylor & Francis Group, 2022.

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Riverbank Erosion Hazards and Channel Morphodynamics: A Perspective of Fluvial Geomorphology. RoutledgeFalmer, 2024.

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Dey, Sourav, and Sujit Mandal. Riverbank Erosion Hazards and Channel Morphodynamics: A Perspective of Fluvial Geomorphology. Taylor & Francis Group, 2022.

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Dey, Sourav, and Sujit Mandal. Riverbank Erosion Hazards and Channel Morphodynamics: A Perspective of Fluvial Geomorphology. Taylor & Francis Group, 2022.

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Riverbank Erosion Hazards and Channel Morphodynamics: A Perspective of Fluvial Geomorphology. Taylor & Francis Group, 2022.

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Części książek na temat "Fluvial hazards"

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Dey, Sourav, and Sujit Mandal. "Introduction to fluvial geomorphology." In Riverbank Erosion Hazards and Channel Morphodynamics. Routledge India, 2022. http://dx.doi.org/10.4324/9781003276685-1.

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Warburton, Jeff, Mark Macklin, and David Preston. "Fluvial Hazards in a Steepland Mountain Environment, Southern Bolivia." In The GeoJournal Library. Springer Netherlands, 1998. http://dx.doi.org/10.1007/978-94-011-5228-0_13.

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Mondal, Sayoni, and Priyank Pravin Patel. "Mapping, Measuring and Modelling Common Fluvial Hazards in Riparian Zones: A Brief Review of Relevant Concepts and Methods." In Advances in Geographic Information Science. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-75197-5_16.

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Ghosh, Manoj Kumer, Philip Kibet Langat, Chandan Roy, Md Al Amin, Arifa-Tul-Rayhana, and Fariha Iqbal. "Synergetic Application of Aerial Photography, Remote Sensing Data, and GIS for Dynamic Monitoring of Fluvial Tidal Islands and Coastal Erosion Hazards in the Sundarbans Delta Plain of Bangladesh." In GIScience and Geo-environmental Modelling. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-76189-8_12.

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Das, Moitrayee. "An Appraisal of Spatio—Temporal Occurrence of Fluvial Hazard: Case Study of Flood in the Districts of Jalpaiguri and Alipurduar (West Bengal, India)." In Fluvial Systems in the Anthropocene. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11181-5_14.

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Sarkar, Prasanya, Madhumita Mondal, Koyel Roy, Utpal Seal Sarma, and Shasanka Kumar Gayen. "Morphometric Analysis to Prioritize for Flood Risk of Sub-Watersheds of Teesta (Sikkim and West Bengal) Through Hazard Degree (HD) and Principal Component Analysis with Weighted Sum Approach (PCAWSA)." In Fluvial Systems in the Anthropocene. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11181-5_13.

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Huntley, David, Drew Rotheram-Clarke, Kelvin Sattler, and David Elwood. "Surficial Geology and Geomorphology of the North Slide, Thompson River Valley, British Columbia, Canada: Application of Fundamental Geoscience Information to Interpretations of Geospatial Monitoring Results." In Progress in Landslide Research and Technology. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-44296-4_10.

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AbstractOur study focuses on a slow-moving landslide in the Thompson River valley, south-central British Columbia, Canada, that has posed a hazard to the national railway transportation corridor since 1880. Real-time kinematic global navigation satellite systems, unoccupied aerial vehicles, and satellite synthetic aperture radar interferometry time-series show significant displacement encroaching on railway infrastructure. In this paper, geospatial relationships between landslide distribution and specific terrain features, and the environmental conditions triggering instability are determined
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Bhattacharjee, Niranjan, and Saeid Eslamian. "Fluvio-Geomorphic Hazard and Its Impact on Socio-economy: A Study on Resilience and Sustainability in Assam." In Disaster Risk Reduction for Resilience. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-43177-7_3.

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Ramkumar, Mu, K. Kumaraswamy, R. Arthur James, et al. "Sand Mining, Channel Bar Dynamics and Sediment Textural Properties of the Kaveri River, South India: Implications on Flooding Hazard and Sustainability of the Natural Fluvial System." In Environmental Management of River Basin Ecosystems. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-13425-3_14.

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Schumm, S. A. "Erroneous perceptions of fluvial hazards." In Geomorphology and Natural Hazards. Elsevier, 1994. http://dx.doi.org/10.1016/b978-0-444-82012-9.50013-x.

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Streszczenia konferencji na temat "Fluvial hazards"

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Guinard, L., S. Parey, H. Cordier, and L. Grammosenis. "Impact of Climate Change on EDF’s Nuclear Facilities: Climate Watch Approach." In 2020 International Conference on Nuclear Engineering collocated with the ASME 2020 Power Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/icone2020-16186.

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Abstract According to the Periodic Safety Review Process, the safety level is re-assessed every ten years, considering national and international operational feedback, evolution of knowledge and best available practices. Protection against natural hazards is part of this safety level re-assessment. In the current global change context, climate change impact has to be integrated in external natural hazards estimations, such as climatic hazards or external flooding. EDF has consequently implemented a climate watch approach. Undertaken approximately every 5 years, roughly in line with the publica
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Dewar, Doug, Bob Costerton, Edward McClarty, and Jan Bracic. "Short Term Hydrotechnical Risk Control Measures Used During the Implementation of Watercourse Pipe Replacement Projects." In 2014 10th International Pipeline Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/ipc2014-33355.

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Pipeline watercourse crossings are designed according to the best available industry/technical standards at the time of construction. Older pipeline systems were typically installed without the benefit of modern hydrotechnical engineering practices with little or no allowance for ongoing fluvial processes. The level of protection at specific crossings can deteriorate such that a relatively small flood (i.e. 1:10 year) can pose a significant integrity threat. The hazards associated with maintaining an existing crossing may not be acceptable for the continued safe operation of a pipeline; theref
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Vela´squez Marti´nez, Fernando A., and Dimas Y. Robles Robles. "Management System for the Identification Risk, Qualification and Remediation of Geo-Hazards in Rocks and Residual Soils of the Camisea NG and NGL Pipelines." In 2008 7th International Pipeline Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ipc2008-64514.

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An early identification of geo-hazards i.e. slides, fluvial erosion, eolic erosion, rainwater erosion among others and the subsequent mitigation and remediation of its effects on the Right of Way (ROW) and the pipelines, has prevented the occurrence of leaks in the Camisea NG and NGL Transportation System, which includes a 730 Km natural gas pipeline and a parallel 560 Km natural gas liquids pipeline, operated and maintained by Compan˜i´a de Gas del Amazonas (COGA). The Camisea Transportation System, traverse the Peruvian territory starting in Malvinas (Cusco). The NGL pipeline stops in Playa
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Xekalakis, Georgios, Christos Anastasiou, Evi Riga, Giulio Zuccaro, and Petros Christou. "COMPREHENSIVE RISK ASSESSMENT OF FLOODS IN CYPRUS: EVALUATING THE IMPACTS OF CLIMATE CHANGE." In 23rd SGEM International Multidisciplinary Scientific GeoConference 2023. STEF92 Technology, 2023. http://dx.doi.org/10.5593/sgem2023v/3.2/s12.08.

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Arid and semi-arid regions, including Cyprus, are increasingly experiencing severe weather events due to climate change. These events, characterized by prolonged droughts and flash floods, pose significant challenges to the environment, economy, and societal well-being. This paper aims to analyze the challenges of Flood Risk Management (FRM) in dry areas, focusing on Cyprus as a case study. It reviews historical data on temperature and rainfall patterns, flood types, and severity to propose effective, nature-based mitigation measures. The study examines temperature and rainfall trends over the
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Kammereck, Andreas, Kent Ryan, and Tammy Jacobson Moore. "Managing Risk at Pipeline River Crossings in Changing Regulatory Settings." In 2014 10th International Pipeline Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/ipc2014-33627.

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Recent high profile exposure and rupture of pipelines at river crossings in the United States (U.S.) has raised the awareness of riverine hazards and the corresponding risks of operating pipeline river crossings. The decadal tendencies for rivers to change vertically (i.e. scour and deposition) and horizontally (i.e. channel migration) increases the risk to ageing pipeline systems. The corresponding cost of the consequences from potential exposures, damages or even ruptures at river crossings has re-defined the risk regime for planning, permitting, designing, installing, operating, and regulat
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Smart, G. "Improving flood hazard prediction models." In The International Conference On Fluvial Hydraulics (River Flow 2016). CRC Press, 2016. http://dx.doi.org/10.1201/9781315644479-303.

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Ryherd, Julia, Colleen Small, Richard Guthrie, Song Ling, and Hawley Beaugrand. "Pipeline Geohazards Screening: Using Results of Flood Scour Assessments to Provide a Simple Screening Tool for Pipeline Watercourse Crossings for Western Canada." In 2020 13th International Pipeline Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/ipc2020-9452.

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Abstract Pipeline watercourse crossing assessments typically require field investigations, river surveys, and detailed scour analyses to predict whether or not a pipeline may be subject to flood scour deeper than their depth of cover (DOC). Flood scour algorithms rely on discharge, median grain size, and some measure of channel cross-sectional area to determine the tractive force of water on the stream bed. These algorithms are applied to non-cohesive sediments typical of fluvial systems. To better define pipeline threats at a screening level, reducing unnecessary field and analytical expenses
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Jakob, Matthias, Michael Porter, K. Wayne Savigny, and Eugene Yaremko. "A Geomorphic Approach to the Design of Pipeline Crossings of Mountain Streams." In 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0239.

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Several hydrological methods are available to determine flood discharge and scour of streams at pipeline crossings. These methods are appropriate for streams dominated by purely hydrological processes, but fail where other, more hazardous processes occur within the design recurrence interval. Several investigations have shown that scour, impact and aggradation associated with debris flows, outburst floods or related phenomena may fundamentally change the parameters needed for proper pipeline crossing design. Depending on the process type, the peak discharge of the hazardous process can exceed
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Prescott, Alexander, Rebecca M. Diehl, and Kristen L. Underwood. "FLUVIAL EROSION AND INUNDATION HAZARD ASSESSMENTS FOR VERMONT USING HIGH-RESOLUTION TOPOGRAPHY, A LOW-COMPLEXITY HYDRAULIC MODEL, AND THE PROCESS DOMAIN CONCEPT." In Joint 60th Annual Meeting of the GSA Northeastern Section and 59th Annual Meeting of the GSA North-Central Section - 2025. Geological Society of America, 2025. https://doi.org/10.1130/abs/2025ne-408304.

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Raporty organizacyjne na temat "Fluvial hazards"

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Keller, Stephen, and Emily Perman. OF-23-06 Geologic Map of the Wiggins Quadrangle, Morgan County, Colorado. Colorado Geological Survey, 2024. https://doi.org/10.58783/cgs.of2306.zluy3701.

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Located within the northern Colorado Piedmont, the Wiggins 7.5-minute quadrangle consists of gently sloping topography comprised of eolian-mantled uplands paired with alluvial valleys occupied by ephemeral streams. Kiowa Creek and Bijou Creek, both north-flowing tributaries to the South Platte River, are the dominant fluvial courses in the quadrangle and exhibit seasonal flow corresponding with regional rainfall events. Alluvial deposits ranging from Upper Pleistocene to Upper Holocene in age cover most of the quadrangle, filling the modern fluvial drainages as well as multiple north-south-tre
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Mauch, James P., and Joel L. Pederson. Geologic Map of the Southern Half of the Rill Creek and Northern Half of the Kane Springs 7.5' Quadrangles, Grand and San Juan Counties, Utah. Utah Geological Survey, 2023. http://dx.doi.org/10.34191/mp-175dm.

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The adjoining southern half of the Rill Creek and northern half of the Kane Springs 7.5′ quadrangles are southeast of Moab, Utah. This area includes the southeastern half of the Moab-Spanish Valley salt graben and the neighboring bedrock plateaus to the southwest and northeast. Mapping of this quadrangle-sized area is part of a broader effort to understand active salt deformation and the associated landscape evolution and geologic hazards in the ancestral Paradox Basin. Strata from Late Triassic to Late Cretaceous age are exposed in the map area, and Quaternary-age units include alluvial, coll
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Lindsey, Kassandra. OF-23-03 Geologic Map of the Loveland Quadrangle, Larimer County, Colorado. Colorado Geological Survey, 2024. https://doi.org/10.58783/cgs.of2303.lvwf5542.

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The Loveland quadrangle is situated in the northern part of the Colorado Piedmont section of the Great Plains. The Upper Cretaceous Niobrara and Pierre Shale underlie the quadrangle and record some of the final sequences of the Cretaceous Western Interior Seaway. They dip at around 18 to 25 degrees on the western border of the mapped area where the units comprise portions of the characteristic Front Range hogbacks. Dips rapidly decrease to the east. Two faults may exist in the subsurface: one on the west side of the quadrangle associated with structures mapped in the adjacent Masonville quadra
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Spencer, Kyle, and Burton Suedel. Ohio Creek urban coastal storm risk management project : an application of Engineering With Nature principles in practice. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49676.

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The Engineering With Nature® (EWN®) program within the US Army Corps of Engineers (USACE) funds research projects occurring in a myriad of environments, including in marine coasts, freshwater coasts, and fluvial (riverine) systems. Yet there have been fewer projects documented where EWN principles have been applied in urban landscapes, particularly to manage flood risk, a main civil works mission of the USACE. Natural hazards including increased flashiness associated with intense rainfall events have prompted the need for more sustainable infrastructure solutions that reduce flood risks in urb
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Suedel, Burton, E. Bourne, Jack Milazzo, and Jenni Snibbe. Incorporating natural and nature-based features in an urban California Creek through application of Engineering With Nature® principles. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49790.

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Since its launch in 2021, the Engineering With Nature® (EWN®) program has funded research focused in a variety of environments, particularly along marine and freshwater coasts and fluvial (riverine) systems. Until recently, there has been less focus on applying EWN principles in urban landscapes and watersheds to help manage flood risk, a main civil works mission of the US Army Corps of Engineers (USACE). Natural hazard challenges, including intense rainfall events, are contributing to flooding and prompting the need for more sustainable infrastructure to reduce flood risks in urban areas. Thi
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