Relevant bibliographies by topics / HEC-RAS Model

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

Academic literature on the topic 'HEC-RAS Model'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "HEC-RAS Model"

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Wang, Chang Hong. "Application of HEC-RAS Model in Simulation of Water Surface Profile of River." Applied Mechanics and Materials 641-642 (September 2014): 232–35. http://dx.doi.org/10.4028/www.scientific.net/amm.641-642.232.

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The series hydraulic softwares of HEC-RAS is a set of softwares volumes with strong functions and broad uses in overseas. They play an important part in river hydraulic analysis、hydrology simulation、flood forcasting、river renovation and reservoir managition and programmings.The paper introduces the composition and the function of HEC-RAS model, a one-dimensional steady and unsteady flow models were established.Using this model, the designing water surface is analogized, its operation pattern is discussed, water surface profile of some water supply works are simulated.The result indicates that
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Yang, Jie, Ronald D. Townsend, and Bahram Daneshfar. "Applying the HEC-RAS model and GIS techniques in river network floodplain delineation." Canadian Journal of Civil Engineering 33, no. 1 (2006): 19–28. http://dx.doi.org/10.1139/l05-102.

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A direct-processing approach to river system floodplain delineation is developed. Floodplain zones of part of the South Nation River system, located just east of Ottawa, Ontario, are mapped in two dimensions and three dimensions by integrating the hydraulic model of the choice with geographic information systems (GIS). The first objective was to construct and validate a Hydrologic Engineering Center's River Analysis System (HEC-RAS) river network model of the system using existing HEC-2 model-generated data. Next, HEC-RAS simulations were performed to generate water surface profiles throughout
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Atabay, Serter, and Galip Seckin. "Prediction of afflux on undistorted scale bridge model." Canadian Journal of Civil Engineering 36, no. 6 (2009): 1051–58. http://dx.doi.org/10.1139/l09-045.

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This paper presents the results and findings from several sets of experimental data on afflux around bridge waterways in overbank flow condition. The paper also investigates the accuracy, capability, and suitability of one-dimensional hydraulic river modelling software (HEC-RAS and ISIS) to model flow through bridge structure. To eliminate a scaling effect between the laboratory-scale experiments and model techniques, all experimental results were scaled up using an undistorted-scale model in which both the vertical and horizontal scale ratio was 100. A total of six methods of predicting afflu
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Park, Byeongky, Myunggu Lee, Changsu Hong, Jaekwan Lee, Young Joon Lee, and Joongdae Choi. "Channel Characteristics of Sincheon Experimental Catchment using HEC - RAS model." Journal of Environmental Science International 25, no. 1 (2016): 41–56. http://dx.doi.org/10.5322/jesi.2016.25.1.41.

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Al Amin, Muhammad Baitullah, Reini Silvia Ilmiaty, and Ayu Marlina. "Flood Hazard Mapping in Residential Area Using Hydrodynamic Model HEC-RAS 5.0." Geoplanning: Journal of Geomatics and Planning 7, no. 1 (2020): 25–36. http://dx.doi.org/10.14710/geoplanning.7.1.25-36.

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The flood hazard rating is one of the essential variables in flood risk analysis. The identification of flood-prone areas urgently requires information about flood hazard zones. This research explains the method to develop flood hazard map by using hydrodynamic modeling in the residential areas. The hydrodynamic model used in this research is HEC-RAS 5.0, which can simulate the one- and two-dimensional flow regimes. The study area is Bukit Sejahtera and Tanjung Rawa residences located in Palembang City with a total area of about 200 ha, where the Lambidaro River was frequently overflowing caus
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Putriasri, Anggun Etika, Yandi Hermawan, Irene Jaya, and Budhi Kosasih. "PEMANFAATAN TEKNOLOGI PEMODELAN MATEMATIS DAN LIDAR DALAM PENGELOLAAN RESIKO BANJIR DAS WAI RUHU AMBON." Jurnal Ilmiah Desain & Konstruksi 19, no. 2 (2020): 114–25. http://dx.doi.org/10.35760/dk.2020.v19i2.3620.

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Daerah aliran sungai Wai Ruhu merupakan kawasan memprihatinkan terkait fenomena banjir di Ambon. Pada tahun 2012 dan 2013, kota Ambon mengalami banjir akibat sungai Wai Ruhu yang menyebabkan kerugian ekonomi dan sosial yang sangat besar. Memasuki era digital, penyajian analisa hidrologi dan hidraulik menggunakan aplikasi komputer sudah menjadi suatu kebutuhan dalam perencanaan pengendalian banjir. Dalam analisa ini, aplikasi HEC-HMS dan HEC-RAS digunakan untuk simulasi limpasan air dan area genangan banjir. Dalam penggunaannya, penyajian model HEC-RAS 2D mewajibkan adanya DEM (Digital Elevatio
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Cho, Huidae, Tien Yee, and Joonghyeok Heo. "Automated Floodway Determination Using Particle Swarm Optimization." Water 10, no. 10 (2018): 1420. http://dx.doi.org/10.3390/w10101420.

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The floodway plays an important role in flood modeling. In the United States, the Federal Emergency Management Agency requires the floodway to be determined using an approved computer program for developed communities. It is a local government’s interest to minimize the floodway area because encroachment areas may be permitted for human activities. However, manual determination of the floodway can be time-consuming and subjective depending on the modeler’s knowledge and judgments, and may not necessarily produce a small floodway especially when there are many cross sections because of their co
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Marhendi, Teguh, Prapdita Nandhi Wardhana, Sigit Nurhadi, and Isidorus Bramanti AP. "Alternatif Pengendalian Banjir Kali Juana Berbasis Model HEC-RAS." Dinamika Rekayasa 13, no. 1 (2017): 37. http://dx.doi.org/10.20884/1.dr.2017.13.1.159.

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<p style="margin-right: -0in; margin-bottom: 0in; line-height: 100%;" align="justify"><span style="font-family: Arial,serif;"><span style="font-size: small;"><span lang="id-ID">Kejadian banjir di Kali Juana terjadi setiap musim hujan berlangsung. Beberapa kecamatan seperti Kecamatan Kaliwungu, Undaan dan Mejobo (Kab. Kudus) serta Pati, Margorejo dan Juwana (Kab. Pati) selalu menjadi daerah genangan banjir. Beberapa upaya pengendalian banjir sudah dilakukan seperti upaya normalisasi dan perbaikan tanggul. Namun mengingat kompleksnya sistem aliran banir di Kali Juana, upa
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Parhi, Prabeer Kumar. "HEC-RAS Model for Mannnig’s Roughness: A Case Study." Open Journal of Modern Hydrology 03, no. 03 (2013): 97–101. http://dx.doi.org/10.4236/ojmh.2013.33013.

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Abbas, Sarmad A., Ali H. Al-Aboodi, and Husham T. Ibrahim. "Identification of Manning’s Coefficient Using HEC-RAS Model: Upstream Al-Amarah Barrage." Journal of Engineering 2020 (April 3, 2020): 1–7. http://dx.doi.org/10.1155/2020/6450825.

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In understanding the hydraulic characteristics of river system flow, the hydraulic simulation models are essential tools. This study submits the results of the proposition of a hydraulic model in order to determine the roughness coefficient (Manning’s coefficient n) of the Tigris River along 3.5 km within the Maysan Governorate, south of Iraq. HEC-RAS software was the simulation tool used in this study. The HEC-RAS model was adopted, calibrated, and validated in adopting two sets of observed water levels. Graphical and statistical approaches were used for model calibration and verification. Re
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Dissertations / Theses on the topic "HEC-RAS Model"

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Alzahrani, Abdulaziz S. "Application of Two-Dimensional Hydraulic Modeling in Riverine Systems Using HEC-RAS." University of Dayton / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1493135117254329.

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Fólová, Zuzana. "Simulace povodňové vlny po protržení přehrady na Bílé Desné." Master's thesis, Česká zemědělská univerzita v Praze, 2016. http://www.nusl.cz/ntk/nusl-258478.

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The thesis deals with a creation of a model that imitates a flood wave and determining the flooded area after the rupture of the earth dam situated on the water flow Bílá Desná in The Liberec Region. It is not only a fictitious demonstration, but the actual application of a real flow wave caused by the destruction of the hydraulic dam from 1916 till the present state of the territory. The used input data were obtained from the ČÚZK and the terrain measurements. These data were processed in several programs, namely: HEC-GeoRAS and HEC-RAS. From the results of the model was determined the floode
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Pupim, Pedro Henrique Freitas. "Modelos de propagação de vazão aplicados ao rio Tocantins - comparação entre HEC-RAS e Muskingum-Cunge-Todini /." Ilha Solteira, 2017. http://hdl.handle.net/11449/180929.

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Orientador: Jefferson Nascimento de Oliveira<br>Resumo: O estudo do comportamento de corpos hídricos propicia a obtenção de informações relevantes à bacia hidrográfica e ao meio pertencente a ela, resultando em diversos benefícios, não só do ponto de vista econômico, onde através de operação otimizada de reservatórios de água pode-se obter um maior aproveitamento para geração de energia hidrelétrica, abastecimento, irrigação ou outros fins, mas também subsidia o planejamento e a tomada de decisões com a relação à mitigação de riscos hidrodinâmicos, como o mapeamento de zonas potencialmente inu
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Paulus, Ivo. "Technické řešení protipovodňové ochrany v Bělé nad Radbuzou." Master's thesis, Česká zemědělská univerzita v Praze, 2016. http://www.nusl.cz/ntk/nusl-258388.

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This thesis is focused to flood protection in Bělá nad Radbuzou. Flood protection is designed only for central part of this town, there are, in the central part, most interesting buildings, like city office, shopes, hotel. Protection of buildings, situated in pheriphery in this town are not solved, because of economic and esthetic reasons. Purpose of this work is solution of flood protection in downtown, in range of documentation for area project. This thesis is focused in the first step to detected floods lines and submersion of buildings. In this work are solved suitable grounds for find
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Santos, Kamila Almeida dos. "Utilização de modelo hidrodinâmico para mapeamento de áreas inundáveis." Universidade Federal de Goiás, 2015. http://repositorio.bc.ufg.br/tede/handle/tede/5155.

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Submitted by Cláudia Bueno (claudiamoura18@gmail.com) on 2016-01-27T17:33:00Z No. of bitstreams: 2 Dissertação - Kamila Almeida dos Santos - 2015.pdf: 15571589 bytes, checksum: 4409744d6740773c19322b95c96e75cd (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)<br>Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2016-01-28T11:52:55Z (GMT) No. of bitstreams: 2 Dissertação - Kamila Almeida dos Santos - 2015.pdf: 15571589 bytes, checksum: 4409744d6740773c19322b95c96e75cd (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86
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Kurková, Marie. "Aplikace matematických modelů pro simulaci hydrologických poměrů na vybraných vodních tocích." Doctoral thesis, Česká zemědělská univerzita v Praze, 2015. http://www.nusl.cz/ntk/nusl-259599.

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Flood is a natural phenomenon that occurs at different intensities and irregular time intervals. As to natural disasters, floods represent the greatest direct threat for the Czech Republic. They may cause serious critical situations during which not only extensive material damages are done, but may bring also losses of the lives of inhabitants in affected areas as well as vast devastation of cultural landscape including environmental damages. Important from the viewpoint of the elimination of potential threats and consequences of such events is the information issued by flood forecasting servi
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Sun, Jingyun. "Hydrologic and hydraulic model development for flood mitigation and routing method comparison in Soap Creek Watershed, Iowa." Thesis, University of Iowa, 2015. https://ir.uiowa.edu/etd/1914.

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The primary objective of this thesis is to develop hydrologic and hydraulic models for the Soap Creek Watershed, IA for the evaluation of alternative flood mitigation strategies and the analysis of the differences between hydrologic and hydraulic routing methods. In 2008, the state of Iowa suffered a disastrous flood that caused extensive damage to homes, agricultural lands, commercial property, and public infrastructures. To reduce the flood damage across Iowa, the U.S. Department of Housing and Urban Development (HUD) awarded funds to the Iowa Flood Center and IIHR-Hydroscience &Engineering
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Ghimire, Ganesh Raj. "Developing Sediment Transport and Deposition Prediction Model of Lower Ohio River near the Olmsted Locks and Dam Area." OpenSIUC, 2016. https://opensiuc.lib.siu.edu/theses/1967.

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The present study focuses on the sediment deposition and consequent dredging issues in Lower Ohio River at the Olmsted Locks and Dam area-River mile (RM)-964.4 during the ongoing in-the-wet construction methodology. The study reach is between Locks and Dam 53 (RM 962.6) at upstream, and RM 970 at downstream. One dimensional (1-D) HEC-RAS numerical modeling in conjunction with Arc-GIS was employed. Stream flow measurements, velocity, incoming sediment concentration, bed gradation, and annual hydrographic survey data acquired from public archives of USGS and USACE Louisville District were used a
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Perez, Dario Rodriguez, Manrique Geraldine Yataco, and Sissi Santos Hurtado. "Comparative Analysis of the Total Scour in the Pillars and Abutments of a Bridge, between a 1D and 2D Model." Institute of Electrical and Electronics Engineers Inc, 2020. http://hdl.handle.net/10757/656421.

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El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.<br>In this article, a comparative analysis is performed between one-dimensional (HEC-RAS) and two-dimensional (IBER) models, in the evaluation of total scour in the pillars and abutments of a bridge. The case study is the Huallaga bridge, located in the San Martín region, Peru.Based on the geomorphological, hydrological and hydraulic data of the study area and after carrying out an analysis of the different equations for local, general scour; Nume
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Davis, Mallory. "Numerical Simulation of Unsteady Hydrodynamics in the Lower Mississippi River." ScholarWorks@UNO, 2010. http://scholarworks.uno.edu/td/1126.

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Alterations along the Mississippi River, such as dams and levees, have greatly reduced the amount of freshwater and sediment that reaches the Louisiana coastal area. Several freshwater and sediment diversions have been proposed to combat the associated land loss problem. To aid in this restoration effort a 1-D numerical model was calibrated, validated, and used to predict the response of the river to certain stimuli, such as proposed diversions, channel closures, channel modifications, and relative sea level rise. This study utilized HEC-RAS 4.0, a 1-D mobile-bed numerical model, which was cal
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Books on the topic "HEC-RAS Model"

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Gary, Dyhouse, Hatchett Jennifer, Benn Jeremy, and Haestad Methods Inc, eds. Floodplain modeling using HEC-RAS. Haestad Press, 2003.

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Book chapters on the topic "HEC-RAS Model"

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Borah, Angana, and B. S. Sil. "Flow Analysis in a Meandering River Using HEC-RAS Model." In Water Science and Technology Library. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-55125-8_6.

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Devanand, M. R., and Subrahmanya Kundapura. "Flood Inundation Mapping of Harangi River Basin, Kodagu, Using GIS Techniques and HEC-RAS Model." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6828-2_50.

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Joshi, Mrunal M., and S. S. Shahapure. "Flood Susceptibility Mapping for Part of Bhima River Basin Using Two-Dimensional HEC-RAS Model." In Techno-Societal 2018. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-16848-3_54.

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Surwase, Tushar, G. SrinivasaRao, P. Manjusree, Asiya Begum, P. V. Nagamani, and G. JaiSankar. "Flood Inundation Simulation of Mahanadi River, Odisha During September 2008 by Using HEC-RAS 2D Model." In Springer Series in Geomechanics and Geoengineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-77276-9_77.

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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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Maroua, Himedi, Moumen Zineb, and Lahrach Abderahim. "Hydraulic Modeling of Oued El Jawaher Using HEC-RAS Model for Flood Protection." In Advances in Environmental Engineering and Green Technologies. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-5225-9771-1.ch009.

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Flooding has a wide range of impacts on societies and natural environments. In this sense, the city of Fez suffers from these problems reflected by the overflow of Oued El Jawaher during the rainy periods. This situation led the authors to compare between the current situation and the situation developed by the thresholds of Oued El Jawaher. HEC-RAS hydraulic model consists of 31 cross-sections, which will be used in the course of this study. The simulations will concern the current state and the developed state for flows of different frequencies. The result of the simulations confirms that the capacity of the proposed hydraulic structures is insufficient to transit and should be considered. To conclude, the development of the channel by thresholds, which serves for the creation of water plan, magnifies the risk of an overflow of the banks of the canal by the water line along with the longitudinal profile.
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Ikirri, Mustapha, Farid Faik, Said Boutaleb, Fatima Zahra Echogdali, Mohamed Abioui, and Nadhir Al-Ansari. "Application of HEC-RAS/WMS and FHI models for extreme hydrological events under climate change in the Ifni River arid watershed from Morocco." In Climate and Land Use Impacts on Natural and Artificial Systems. Elsevier, 2021. http://dx.doi.org/10.1016/b978-0-12-822184-6.00008-9.

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Conference papers on the topic "HEC-RAS Model"

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Adams, Thomas, Sherry Chen, Raymond Davis, Trent Schade, and Deborah Lee. "The Ohio River Community HEC-RAS Model." In World Environmental and Water Resources Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41114(371)160.

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Podhoranyi, Michal. "MODELLING LARGE - SCALE HYDRODYNAMIC MODEL USING HEC-RAS." In 14th SGEM GeoConference on WATER RESOURCES. FOREST, MARINE AND OCEAN ECOSYSTEMS. Stef92 Technology, 2014. http://dx.doi.org/10.5593/sgem2014/b31/s12.062.

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Halaj, Peter. "LONGITUDINAL DISPERSION COEFFICIENT IMPACT ASSESSMENT ON HEC-RAS WATER QUALITY MODEL OUTPUTS." In 13th SGEM GeoConference on WATER RESOURCES. FOREST, MARINE AND OCEAN ECOSYSTEMS. Stef92 Technology, 2013. http://dx.doi.org/10.5593/sgem2013/bc3/s12.027.

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Adams, Thomas, Sherry Chen, and Joseph Heim. "NWS/OHRFC Operational Experience with the Ohio River Community HEC-RAS Model." In World Environmental and Water Resources Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41173(414)234.

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Mohammed, Layla A., Saleh I. Khassaf, and Kareem R. Al-Murshidi. "Application HEC-RAS Model to Simulate the Flood Wave Due to Dam Failure." In 2019 4th Scientific International Conference Najaf (SICN). IEEE, 2019. http://dx.doi.org/10.1109/sicn47020.2019.9019369.

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Toombes, Luke. "How far can you push a HEC-RAS model and other conundrums – a Nam Theun 2 case study." In 5th IAHR International Symposium on Hydraulic Structures. The University of Queensland, 2014. http://dx.doi.org/10.14264/uql.2014.46.

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Mehzabin, Sabrina. "Trend Analysis of Variables and Modeling of Flow and Salinity of the Gorai River Using 1D HEC-RAS Model." In World Environmental and Water Resources Congress 2019. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482346.038.

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Gibson, S., B. Comport, and Z. Corum. "Calibrating a Sediment Transport Model through a Gravel-Sand Transition: Avoiding Equifinality Errors in HEC-RAS Models of the Puyallup and White Rivers." In World Environmental and Water Resources Congress 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480625.017.

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Huțanu, Elena, Andrei Urzică, Larisa Elena Paveluc, Cristian Constantin Stoleriu, and Adrian Grozavu. "COMPARATIVE ANALYSIS OF FLOODED AREAS USING SATELLITE IMAGES LANDSAT 7-ETM+ AND HYDRAULIC MODEL HEC-RAS. CASE STUDY: THE JIJIA RIVER, SLOBOZIA-DINGENI SECTION." In 5th INTERNATIONAL SCIENTIFIC CONFERENCE GEOBALCANICA 2019. Geobalcanica Society, 2019. http://dx.doi.org/10.18509/gbp.2019.72.

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SÂRBU, Daniela, Mihaela DULĂU, Stelian STĂNESCU, Ileana TĂNASE, and Marinela MOLDOVEANU. "Identification and Evaluation of Potential Floodplain Areas Using the Floodplain Evaluation Matrix - Romanian Case Study." In Air and Water – Components of the Environment 2021 Conference Proceedings. Casa Cărţii de Ştiinţă, 2021. http://dx.doi.org/10.24193/awc2021_10.

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A large number of floodplains got lost due to settlements, infrastructure and agriculture. The reconnection of floodplains plays a significant role considering water retention potential and other aspects such as biodiversity conservation, improvement of water status and river morphology. The delineation and evaluation of potential floodplains and their reconnection capacity require the consideration of the multiple parameters to characterize the effectiveness of floodplains in terms of hydrology/hydraulics, ecology and sociology. In order to delineate floodable area within the lower part of th
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Reports on the topic "HEC-RAS Model"

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Zhang, Zhonglong, Billy Johnson, Junna Wang, and Blair Greimann. Application and validation study of the HEC-RAS-RVSM model to the Sacramento River. Engineer Research and Development Center (U.S.), 2019. http://dx.doi.org/10.21079/11681/33245.

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Dahl, Travis, Ronald Heath, Stanford Gibson, and Christopher Nygaard. HEC-RAS unsteady flow and sediment model of the Mississippi River : Tarbert Landing to the Gulf. Engineer Research and Development Center (U.S.), 2019. http://dx.doi.org/10.21079/11681/31782.

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Alex, Nelson. Development of a HEC-RAS sediment model for the Chippewa River, Wisconsin for use in predicting future dredging activities. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/38256.

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Shelley, John. Modeling the effect of increased sediment loading on bed elevations of the Lower Missouri River. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40360.

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This US Army Corps of Engineers (USACE) National Regional Sediment Management Technical Note (RSM-TN) documents the effects of increased sediment loading to the Missouri River on bed elevations in the lower 498 miles. This was accomplished using a one-dimensional (1D) HEC-RAS 5.0.7 sediment model.
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Lyn, Dennis, Sayan Dey, Siddharth Saksena, and Venkatesh Merwade. Assessment of HY-8 and HEC-RAS Bridge Models for Large-Span Water-Encapsulating Structures. Purdue University, 2019. http://dx.doi.org/10.5703/1288284316781.

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Boyd, Paul M., and Stanford Gibson. Applying 1D Sediment Models to Reservoir Flushing Studies: Measuring, Monitoring, and Modeling the Spencer Dam Sediment Flush with HEC-RAS. Defense Technical Information Center, 2016. http://dx.doi.org/10.21236/ad1012497.

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Zhang, Zhonglong, and Billy Johnson. Hydrologic Engineering Center-River Analysis System (HEC-RAS) water temperature models developed for the Missouri River recovery management plan and environmental impact statement. Environmental Laboratory (U.S.), 2017. http://dx.doi.org/10.21079/11681/23707.

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