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Relevant bibliographies by topics / Design flood estimation

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Academic literature on the topic 'Design flood estimation'

Author: Grafiati

Published: 4 June 2021

Last updated: 6 September 2023

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Journal articles on the topic "Design flood estimation"

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Zhao, Gang, Paul Bates, Jeffrey Neal, and Bo Pang. "Design flood estimation for global river networks based on machine learning models." Hydrology and Earth System Sciences 25, no. 11 (2021): 5981–99. http://dx.doi.org/10.5194/hess-25-5981-2021.

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Abstract. Design flood estimation is a fundamental task in hydrology. In this research, we propose a machine-learning-based approach to estimate design floods globally. This approach involves three stages: (i) estimating at-site flood frequency curves for global gauging stations using the Anderson–Darling test and a Bayesian Markov chain Monte Carlo (MCMC) method; (ii) clustering these stations into subgroups using a K-means model based on 12 globally available catchment descriptors; and (iii) developing a regression model in each subgroup for regional design flood estimation using the same de

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Botto, A., D. Ganora, F. Laio, and P. Claps. "Uncertainty compliant design flood estimation." Water Resources Research 50, no. 5 (2014): 4242–53. http://dx.doi.org/10.1002/2013wr014981.

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Hammond, Anthony. "Sampling uncertainty of UK design flood estimation." Hydrology Research 52, no. 6 (2021): 1357–71. http://dx.doi.org/10.2166/nh.2021.059.

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Abstract The UK standard for estimating flood frequencies is outlined by the flood estimation handbook (FEH) and associated updates. Estimates inevitably come with uncertainty due to sampling error as well as model and measurement error. Using resampling approaches adapted to the FEH methods, this paper quantifies the sampling uncertainty for single site, pooled (ungauged), enhanced single site (gauged pooling) and across catchment types. This study builds upon previous progress regarding easily applicable quantifications of FEH-based uncertainty estimation. Where these previous studies have p

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Stamatatou, Nikoletta, Lampros Vasiliades, and Athanasios Loukas. "Bivariate Flood Frequency Analysis Using Copulas." Proceedings 2, no. 11 (2018): 635. http://dx.doi.org/10.3390/proceedings2110635.

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Flood frequency estimation for the design of hydraulic structures is usually performed as a univariate analysis of flood event magnitudes. However, recent studies show that for accurate return period estimation of the flood events, the dependence and the correlation pattern among flood attribute characteristics, such as peak discharge, volume and duration should be taken into account in a multivariate framework. The primary goal of this study is to compare univariate and joint bivariate return periods of floods that all rely on different probability concepts in Yermasoyia watershed, Cyprus. Pa

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Yin, Jiabo, Shenglian Guo, Xushu Wu, Guang Yang, Feng Xiong, and Yanlai Zhou. "A meta-heuristic approach for multivariate design flood quantile estimation incorporating historical information." Hydrology Research 50, no. 2 (2018): 526–44. http://dx.doi.org/10.2166/nh.2018.060.

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Abstract Design flood quantiles are crucial for hydraulic structures design, water resources planning and management, whereas previous multivariate hydrological quantile estimation methods usually do not consider historical flood information. To overcome such limitations, a meta-heuristic inference function for margins (MHIFM) approach, coupling meta-heuristic algorithm with a modified inference function for margins (IFM) method, is developed for modeling the joint distributions of flood peak and volumes with incorporation of historical flood information. Then, the most likely realization (MLR

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Persiano, Simone, Attilio Castellarin, Jose Luis Salinas, Alessio Domeneghetti, and Armando Brath. "Climate, orography and scale controls on flood frequency in Triveneto (Italy)." Proceedings of the International Association of Hydrological Sciences 373 (May 12, 2016): 95–100. http://dx.doi.org/10.5194/piahs-373-95-2016.

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Abstract. The growing concern about the possible effects of climate change on flood frequency regime is leading Authorities to review previously proposed reference procedures for design-flood estimation, such as national flood frequency models. Our study focuses on Triveneto, a broad geographical region in North-eastern Italy. A reference procedure for design flood estimation in Triveneto is available from the Italian NCR research project "VA.PI.", which considered Triveneto as a single homogeneous region and developed a regional model using annual maximum series (AMS) of peak discharges that

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Kolaković, Slobodan, Vladimir Mandić, Milan Stojković, Goran Jeftenić, Danilo Stipić, and Srđan Kolaković. "Estimation of Large River Design Floods Using the Peaks-Over-Threshold (POT) Method." Sustainability 15, no. 6 (2023): 5573. http://dx.doi.org/10.3390/su15065573.

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This research analyzes the peaks-over-threshold (POT) method for designed flood estimation needed to plan river levees, spillways and water facilities. In this study, a one-parameter exponential probability distribution has been modified by including the coefficient of λ, which represents an average number of floods and enables return period calculation within the specified period of time. The study also compares results using the Log-Pearson Type III distribution of maximum annual flows and a standard exponential distribution of the selected peaks over the threshold level. The aforementioned

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Papaioannou, George, Lampros Vasiliades, Athanasios Loukas, et al. "A Flood Inundation Modeling Approach for Urban and Rural Areas in Lake and Large-Scale River Basins." Water 13, no. 9 (2021): 1264. http://dx.doi.org/10.3390/w13091264.

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Fluvial floods are one of the primary natural hazards to our society, and the associated flood risk should always be evaluated for present and future conditions. The European Union’s (EU) Floods Directive highlights the importance of flood mapping as a key stage for detecting vulnerable areas, assessing floods’ impacts, and identifying damages and compensation plans. The implementation of the EU Flood Directive in Greece is challenging because of its geophysical and climatic variability and diverse hydrologic and hydraulic conditions. This study addressed this challenge by modeling of design r

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Ilic, Aleksandra, Jasna Plavsic, and Dragan Radivojevic. "Rainfall-runoff simulation for design flood estimation in small river catchments." Facta universitatis - series: Architecture and Civil Engineering 16, no. 1 (2018): 29–43. http://dx.doi.org/10.2298/fuace160923003i.

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This paper presents development and application of the model aimed at simulating peak flood runoff from the small river basin Obnica in Serbia (having an area of 185 km2) with an aim to estimate design floods using different approaches. The model is developed using the HEC-HMS software (The United States Army Corps of Engineers (USACE) Hydrologic Centre?s Hydrologic Modelling System). The model is calibrated against eight events with observed hydrographs and corresponding rainfall, and verified with a separate set of events. Flood hydrographs are simulated with the constant intensity design st

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Engeland, Kolbjørn, Donna Wilson, Péter Borsányi, Lars Roald, and Erik Holmqvist. "Use of historical data in flood frequency analysis: a case study for four catchments in Norway." Hydrology Research 49, no. 2 (2017): 466–86. http://dx.doi.org/10.2166/nh.2017.069.

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Abstract There is a need to estimate design floods for areal planning and the design of important infrastructure. A major challenge is the mismatch between the length of the flood records and needed return periods. A majority of flood time series are shorter than 50 years, and the required return periods might be 200, 500, or 1,000 years. Consequently, the estimation uncertainty is large. In this paper, we investigated how the use of historical information might improve design flood estimation. We used annual maximum data from four selected Norwegian catchments, and historical flood informatio

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Dissertations / Theses on the topic "Design flood estimation"

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Ilahee, Mahbub. "Modelling Losses in Flood Estimation." Queensland University of Technology, 2005. http://eprints.qut.edu.au/16019/.

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Flood estimation is often required in hydrologic design and has important economic significance. For example, in Australia, the annual spending on infrastructure requiring flood estimation is of the order of $650 million ARR (I.E. Aust., 1998). Rainfall-based flood estimation techniques are most commonly adopted in practice. These require several inputs to convert design rainfalls to design floods. Of all the inputs, loss is an important one and defined as the amount of precipitation that does not appear as direct runoff. The concept of loss includes moisture intercepted by vegetation, infilt

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Ilahee, Mahbub. "Modelling Losses in Flood Estimation." Thesis, Queensland University of Technology, 2005. https://eprints.qut.edu.au/16019/1/Mahbub_Ilahee_Thesis.pdf.

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Flood estimation is often required in hydrologic design and has important economic significance. For example, in Australia, the annual spending on infrastructure requiring flood estimation is of the order of $650 million ARR (I.E. Aust., 1998). Rainfall-based flood estimation techniques are most commonly adopted in practice. These require several inputs to convert design rainfalls to design floods. Of all the inputs, loss is an important one and defined as the amount of precipitation that does not appear as direct runoff. The concept of loss includes moisture intercepted by vegetation, infilt

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Haddad, Khaled. "Design flood estimation for ungauged catchments in Victoria : ordinary and generalised least squares methods compared." Thesis, View thesis, 2008. http://handle.uws.edu.au:8081/1959.7/30369.

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Design flood estimation in small to medium sized ungauged catchments is frequently required in hydrologic analysis and design and is of notable economic significance. For this task Australian Rainfall and Runoff (ARR) 1987, the National Guideline for Design Flow Estimation, recommends the Probabilistic Rational Method (PRM) for general use in South- East Australia. However, there have been recent developments that indicated significant potential to provide more meaningful and accurate design flood estimation in small to medium sized ungauged catchments. These include the L moments based index

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Haddad, Khaled. "Design flood estimation for ungauged catchments in Victoria ordinary & generalised least squares methods compared /." View thesis, 2008. http://handle.uws.edu.au:8081/1959.7/30369.

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Thesis (M.Eng. (Hons.)) -- University of Western Sydney, 2008.<br>A thesis submitted towards the degree of Master of Engineering (Honours) in the University of Western Sydney, College of Health and Science, School of Engineering. Includes bibliographical references.

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Hoang, Tam Minh Thi 1960. "A joint probability model for rainfall-based design flood estimation." Monash University, Dept. of Civil Engineering, 2001. http://arrow.monash.edu.au/hdl/1959.1/8892.

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Gericke, Ockert Jacobus. "Evaluation of the SDF method using a customised design flood estimation tool." Thesis, Stellenbosch : University of Stellenbosch, 2010. http://hdl.handle.net/10019.1/5340.

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Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2010.<br>ENGLISH ABSTRACT: The primary aim of this study was to evaluate, calibrate and verify the SDF run-off coefficients at a quaternary catchment level in the C5 secondary drainage region (SDF basin 9) and other selected SDF basins in South Africa by establishing the catchment parameters and SDF/probability distribution-ratios. The probability distribution-ratios were based on the comparison between the flood peaks estimated by the SDF method and statistical analyses of observed flow data. These quaternary run-off coeff

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Heneker, Theresa M. "An improved engineering design flood estimation technique: removing the need to estimate initial loss /." Title page, abstract and table of contents only, 2002. http://web4.library.adelaide.edu.au/theses/09PH/09phh4989.pdf.

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Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2002.<br>"May 2002" Includes list of papers published during this study. Errata slip inserted inside back cover of v. 1. Includes bibliographical references (leaves 331-357).

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Smal, Ruan. "Evaluation of the Catchment Parameter (CAPA) and Midgley and Pitman (MIPI) empirical design flood estimation methods." Thesis, Stellenbosch : Stellenbosch University, 2012. http://hdl.handle.net/10019.1/71809.

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Thesis (MScEng)--Stellenbosch University, 2012.<br>ENGLISH ABSTRACT: The devastating effects floods have on both social and economic level make effective flood risk management an essential part of rural and urban development. A major part of effective flood risk management is the application of reliable design flood estimation methods. Research over the years has illustrated that current design flood estimation methods as a norm show large discrepancies which can mainly be attributed to the fact that these methods are outdated (Smithers, 2007). The research presented focused on the evaluation

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Charalambous, James, University of Western Sydney, of Science Technology and Environment College, and School of Engineering and Industrial Design. "Application of Monte Carlo Simulation Technique with URBS Runoff-Routing Model for design flood estimation in large catchments." THESIS_CSTE_EID_Charalambous_J.xml, 2004. http://handle.uws.edu.au:8081/1959.7/769.

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In recent years, there have been significant researches on holistic approaches to design flood estimation in Australia. The Monte Carlo Simulation technique, an approximate form of Joint Probability Approach, has been developed and tested to small gauged catchments. This thesis presents the extension of the Monte Carlo Simulation Technique to large catchments using runoff routing model URBS. The URBS-Monte Carlo Technique(UMCT),has been applied to the Johnstone River and Upper Mary River catchments in Queensland. The thesis shows that the UMCT can be applied to large catchments and be readily

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Yazawa, Taishi. "Design Flood Criteria toward Integrated Watershed Management in the Johor River Watershed, Malaysia." 京都大学 (Kyoto University), 2017. http://hdl.handle.net/2433/225577.

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Books on the topic "Design flood estimation"

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Boorman, D. B. A review of design flood estimation using the FSR rainfull-runoff method. Institute of Hydrology, 1990.

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Krishnamurthy, K. Guidelines for peak flood estimation for design of culverts and bridges and design of spillway of dams. Dept. of Water, Ministry of Works and Supplies, 1987.

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E, Walter Warren, and Rand Corporation, eds. Investigating basic principles of river dike improvement: Safety analysis, cost estimation, and impact assessment. Rand Corporation, 1993.

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Eash, David A. Estimating design-flood discharges for streams in Iowa using drainage-basin and channel-geometry characteristics. U.S. Geological Survey, 1993.

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Eash, David A. Estimating design-flood discharges for streams in Iowa using drainage-basin and channel-geometry characteristics. U.S. Geological Survey, 1993.

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Eash, David A. Estimating design-flood discharges for streams in Iowa using drainage-basin and channel-geometry characteristics. U.S. Geological Survey, 1993.

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Eash, David A. Estimating design-flood discharges for streams in Iowa using drainage-basin and channel-geometry characteristics. U.S. Geological Survey, 1993.

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Eash, David A. Estimating design-flood discharges for streams in Iowa using drainage-basin and channel-geometry characteristics. U.S. Geological Survey, 1993.

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Pula, O. Estimation of weak floor strata properties and related safety factors for design of coal mine layouts. s.n, 1990.

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Hydrology, Institute of, D. B. Boorman, M. C. Acreman, and J. C. Packman. A Review of Design Flood Estimation Using the Flood Studies Report Rainfall Runoff Method. Centre for Ecology & Hydrology, 1990.

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Book chapters on the topic "Design flood estimation"

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Thorvat, Akshay R., Jayantilal N. Patel, and Saeid Eslamian. "Empirical Modeling in Flood Design Estimation." In Flood Handbook. CRC Press, 2022. http://dx.doi.org/10.1201/9780429463938-8.

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Gupta, Deep Kumar, B. N. Asthana, and A. N. Bhargawa. "Estimation of Design Flood." In Application of Frequency and Risk in Water Resources. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3955-4_8.

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Chen, Lu, and Shenglian Guo. "Copula-Based Seasonal Design Flood Estimation." In Springer Water. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0574-0_4.

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Kohnová, S., and J. Szolgay. "Regional Estimation of Design Flood Discharges for River Restoration in Mountainous Basis of Northern Slovakia." In Flood Issues in Contemporary Water Management. Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-011-4140-6_4.

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Goel, N. K., S. M. Seth, and Satish Chandra. "Design Flood Estimation for Narmada Sagar Project Using Partial Duration Series - A Case Study." In Application of Frequency and Risk in Water Resources. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3955-4_9.

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Hadžić, Emina, Ajla Mulaomorević-Šeta, Hata Milišić, and Nerma Lazović. "Estimation of Peak Flood Discharge for an Ungauged River and Application of 1D Hec-Ras Model in Design of Water Levels." In Lecture Notes in Networks and Systems. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-71321-2_52.

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Scrieciu, Albert, Sabin Rotaru, Bogdan Alexandrescu, et al. "Reducing Water Related Risks in the Lower Danube Through Nature Based Solution Design: A Stakeholder Participatory Process." In Water Security in a New World. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-25308-9_10.

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AbstractThis chapter describes the research conducted in the Lower Danube case study to understand the role of natural assurance schemes in complex natural, economic and social contexts. In order to improve the accuracy, replicability and the scalability of the natural assurance scheme to be developed and potentially implemented, we have concentrated our efforts on the Dabuleni-Potelu-Corabia (DPC) enclosure, a land reclamation area exposed to water-related risks. NAIAD Project proposed the implementation of a wetland restoration project by designing a Nature Based Solution (NBS) for dealing with flood risk. The implementation in the Romanian case study aimed at providing support to facilitate both local collaboration between the different stakeholders and the engagement of these local stakeholders in decision-making and policy setting, by integrating their (local) knowledge with the results of scientific models. The entire process aimed to design intervention scenarios based on NBS implementation and the key co-benefits to be produced, followed by the assessment of its effectiveness.Furthermore, to assess the DPC enclosure vulnerability to water-related hazards, we performed an economic assessment based on the literature review and the development of a GIS infra-territorial indicator methodology. The GIS-based indicators can support the lack of insurance data, with the objective to define the most exposed areas. The literature review together with the GIS analysis were able to provide a reliable cost estimation of the damage related to destroyed and affected dwellings. This indicator should be a tool to help the decision-making process to assess the case study vulnerability and to select the more appropriate NBS.

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Kirnbauer, Robert, Sylvia Schnatter, and Dieter Gutknecht. "Bayesian Estimation of Design Floods under Regional and Subjective Prior Information." In Probability and Bayesian Statistics. Springer US, 1987. http://dx.doi.org/10.1007/978-1-4613-1885-9_30.

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"Estimation of Design Flood." In Flood Control and Drainage Engineering. CRC Press, 2014. http://dx.doi.org/10.1201/b16514-4.

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Khatsuria, R. M. "Spillway Design Flood: Estimation and Selection." In Hydraulics of Spillways and Energy Dissipators. CRC Press, 2004. http://dx.doi.org/10.1201/9780203996980-3.

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Conference papers on the topic "Design flood estimation"

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Chavan, S. R., Bidroha Basu, and V. V. Srinivas. "Design Flood Estimation Using Scaling Approach." In World Environmental and Water Resources Congress 2013. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412947.313.

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BALL, JAMES E. "CLIMATE CHANGE AND ITS INFLUENCE ON DESIGN FLOOD ESTIMATION." In 38th IAHR World Congress. The International Association for Hydro-Environment Engineering and Research (IAHR), 2019. http://dx.doi.org/10.3850/38wc092019-0289.

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Pekárová, Pavla, Pavol Miklánek, Veronika Bačová Mitková, Marcel Garaj, and Ján Pekár. "ASSESSMENT HARMONIZATION PROBLEMS OF THE LONG RETURN PERIOD FLOODS ON THE DANUBE RIVER." In XXVII Conference of the Danubian Countries on Hydrological Forecasting and Hydrological Bases of Water Management. Nika-Tsentr, 2020. http://dx.doi.org/10.15407/uhmi.conference.01.16.

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One of the basic problems of the flood hydrology was (and still is) the solution of the relationship between peak discharges of the flood waves and probability of their return period. The assessment of the design values along the Danube channel is more complicated due to application of different estimation methods of design values in particular countries downstream the Danube. Therefore, it is necessary to commence the harmonization of the flood design values assessment methods. All methods of estimating floods with a very long return period are associated with great uncertainties. Determining

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Vasiliades, Lampros, George Papaioannou, and Athanasios Loukas. "A Unified Hydrologic Framework for Flood Design Estimation in Ungauged Basins." In ECWS-7 2023. MDPI, 2023. http://dx.doi.org/10.3390/ecws-7-14194.

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Kavya, B. M., S. Kishan, M. Arun, H. J. Surendra, and B. K. Narandra. "Estimation of design flood at a reservior (outlet) by CWC based hydrometeriological approach." In PROCEEDINGS OF THE 35TH INTERNATIONAL CONFERENCE OF THE POLYMER PROCESSING SOCIETY (PPS-35). AIP Publishing, 2020. http://dx.doi.org/10.1063/1.5141547.

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Aziz, Kashif, Ataur Rahman, Gu Fang, Khaled Haddad, and Surendra Shrestha. "Design Flood Estimation for Ungauged Catchments: Application of Artificial Neural Networks for Eastern Australia." In World Environmental and Water Resources Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41114(371)293.

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Zaman, Mohammad, Ishita Rahman, Khaled Haddad, and Ataur Rahman. "Scaling Issues in Design Flood Estimation for Ungauged Catchments: A Case Study for Eastern Australia." In World Environmental and Water Resources Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41114(371)295.

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"A study on initial and continuing losses for design flood estimation in New South Wales." In 19th International Congress on Modelling and Simulation. Modelling and Simulation Society of Australia and New Zealand (MSSANZ), Inc., 2011. http://dx.doi.org/10.36334/modsim.2011.i8.elkafagee.

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Pate, Hitesh, and Ataur Rahman. "Design Flood Estimation Using Monte Carlo Simulation and RORB Model: Stochastic Nature of RORB Model Parameters." In World Environmental and Water Resources Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41114(371)476.

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Haghshenas, Arash, Emilio Luengo, Yogesh Bansal, and Geraldo Mijares. "Probabilistic Estimation of Water Flood Requirement to Control Flow Behind the Casing on Offshore Platforms." In SPE/IADC Middle East Drilling Technology Conference and Exhibition. SPE, 2021. http://dx.doi.org/10.2118/202132-ms.

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Abstract Recently, flood kill applications have been evaluated to cure blowouts due to gas migration from behind the casing while keeping the well integrity intact for further production. Traditionally, deterministic evaluations are used in planning these operations, ignoring the uncertainties in the characteristics of the gas sources behind the casing. This work focuses on using reservoir simulation-based workflow to evaluate the uncertainty providing probabilistic operating conditions to control the gas rates coming from behind the casing. The results of the simulations are combined to provi

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Reports on the topic "Design flood estimation"

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Prasad, Rajiv, Lyle F. Hibler, Andre M. Coleman, and Duane L. Ward. Design-Basis Flood Estimation for Site Characterization at Nuclear Power Plants in the United States of America. Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1036933.

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Howard, Adam, Jang Pak, David May, et al. Approaches for assessing riverine scour. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40702.

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Calculating scour potential in a stream or river is as much a geomorphological art as it is an exact science. The complexity of stream hydraulics and heterogeneity of river-bed materials makes scour predictions in natural channels uncertain. Uncertain scour depths near high-hazard flood-risk zones and flood-risk management structures lead to over-designed projects and difficult flood-risk management decisions. This Regional Sediment Management technical report presents an approach for estimating scour by providing a decision framework that future practitioners can use to compute scour potentia

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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Comparison of the Response of Small- and Large-Component Cripple Wall Specimens Tested under Simulated Seismic Loading (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/iyca1674.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Estimating design-flood discharges for streams in Iowa using drainage-basin and channel-geometry characteristics. US Geological Survey, 1993. http://dx.doi.org/10.3133/wri934062.

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