Relevant bibliographies by topics / Hydraulic Structures Design

Contents

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

Academic literature on the topic 'Hydraulic Structures Design'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 February 2022

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Journal articles on the topic "Hydraulic Structures Design"

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Cassidy, John J. "Fluid Mechanics and Design of Hydraulic Structures." Journal of Hydraulic Engineering 116, no. 8 (August 1990): 961–77. http://dx.doi.org/10.1061/(asce)0733-9429(1990)116:8(961).

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Sinha, S. P., and P. D. Murarka. "Computer-aided design of hydraulic press structures." Mathematical and Computer Modelling 10, no. 9 (1988): 637–45. http://dx.doi.org/10.1016/0895-7177(88)90154-9.

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De Rouck, Julien, Koen Van Doorslaer, Jan Goemaere, and Hadewych Verhaeghe. "GEOTECHNICAL DESIGN OF BREAKWATERS IN OSTEND ON VERY SOFT SOIL." Coastal Engineering Proceedings 1, no. 32 (February 2, 2011): 67. http://dx.doi.org/10.9753/icce.v32.structures.67.

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Two new breakwaters are being constructed to protect the renewed harbour entrance in Ostend, Belgium. In this paper, both the hydraulic design and geotechnical design are discussed. For the hydraulic design, model tests have been carried out in a 2-D wave flume to optimise the cross section. Stability of the final breakwater, with special attention to the crest element and the armour unit HARO, and stability during the construction phases were tested. The geotechnical design, especially of the north-western breakwater, was an engineering challenge since it is located above a thick layer of very soft soil. A combination of building in stages (consolidation time) and providing a strong reinforcement (geotextile) solved this issue.
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Wang, Zong Min, Hai Bo Qiu, Bao Jun Yang, and Hong Ling Zhao. "Computer Supported Collaborative Design Based Hydraulic Structures 3D Designing." Applied Mechanics and Materials 295-298 (February 2013): 1905–8. http://dx.doi.org/10.4028/www.scientific.net/amm.295-298.1905.

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As the rapid growth of three-dimensional (3D) designing approaches to hydraulic structures designing in the last few years, computer supported collaborative design (CSCD) methods and systems are becoming more and more important and essential to the field of hydraulic engineering. This paper introduces the basic concepts of 3D design and CSCD, gives the necessity of 3D and CSCD methods in hydraulic structure designing, conducts a survey of the development stages of hydraulic structure designing and finally proposes a potential way to improve the design process and productivities in the hydraulic structure 3D designing.
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Donahue, John P., and Andrew F. Howard. "Hydraulic design of culverts on forest roads." Canadian Journal of Forest Research 17, no. 12 (December 1, 1987): 1545–51. http://dx.doi.org/10.1139/x87-237.

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Design of drainage structures is an important part of planning forest roads, which usually includes culverts. Determining the appropriate pipe size for a given site involves estimation of expected flows and evaluation of the hydraulic performance of pipes of different sizes. In this paper a review of the hydraulic relationships applicable to the evaluation of pipe hydraulics is presented. A computer model is introduced that incorporates these relationships. The model is used to compare two algorithms for computing headwater depths, given inlet control (supercritical flow). The relative efficiency of four inlet types was also investigated. Results indicate that potential cost savings exist by altering inlet geometry and that computer-assisted design can facilitate accommodation of conflicting design goals.
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Thorenz, Frank, Holger Blum, and Andreas Kortenhaus. "NEW DESIGN OF THE BALTRUM DUNE REVETMENT BASED ON HYDRAULIC MODEL TESTS." Coastal Engineering Proceedings 1, no. 33 (December 15, 2012): 75. http://dx.doi.org/10.9753/icce.v33.structures.75.

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The sandy barrier island of Baltrum is located in the north-western part of the German Federal State Lower Saxony in the North Sea. The north-western part of the island is protected by a dune revetment against storm surges and erosion. In order to determine the functionality and loading of the construction under design storm surge conditions and investigate planning alternatives, numerical modeling of sea state conditions in combination with hydraulical model tests for the construction were executed. Measured overtopping rates of up to 125 l/(s.m) and loads up to 150 kPa showed the necessity to strengthen and heighten the initial construction. A combination of wall elements for wave run-up and overtopping reduction in combination with a crest wall were designed in order to meet the technical demands of coastal defence as well as the touristical needs of an important recreation locality.
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Hesarkazzazi, Sina, Mohsen Hajibabaei, Julian David Reyes-Silva, Peter Krebs, and Robert Sitzenfrei. "Assessing Redundancy in Stormwater Structures Under Hydraulic Design." Water 12, no. 4 (April 1, 2020): 1003. http://dx.doi.org/10.3390/w12041003.

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As environmental change is happening at an unprecedented pace, a reliable and proper urban drainage design is required to alleviate the negative effects of unexpected extreme rainfall events occurring due to the natural and anthropogenic variations such as climate change and urbanization. Since structure/configuration of a stormwater network plays an imperative role in the design and hydraulic behavior of the system, the goal of this paper is to elaborate upon the significance of possessing redundancy (e.g., alternative flow paths as in loops) under simultaneous hydraulic design in stormwater pipe networks. In this work, an innovative approach based on complex network properties is introduced to systematically and successively reduce the number of loops and, therefore, the level of redundancy, from a given grid-like (street) network. A methodology based on hydrodynamic modelling is utilized to find the optimal design costs for all created structures while satisfying a number of hydraulic design constraints. As a general implication, when structures are subject to extreme precipitation events, the overall capability of looped configurations for discharging runoff more efficiently is higher compared to more branched ones. The reason is due to prevailing (additional) storage volume in the system and existing more alternative water flow paths in looped structures, as opposed to the branched ones in which only unique pathways for discharging peak runoff exist. However, the question arises where to best introduce extra paths in the network? By systematically addressing this question with complex network analysis, the influence of downstream loops was identified to be more significant than that of upstream loops. Findings, additionally, indicated that possessing loop and introducing extra capacity without determining appropriate additional pipes positions in the system (flow direction) can even exacerbate the efficiency of water discharge. Considering a reasonable and cost-effective budget, it would, therefore, be worthwhile to install loop-tree-integrated stormwater collection systems with additional pipes at specific locations, especially downstream, to boost the hydraulic reliability and minimize the damage imposed by the surface flooding upon the metropolitan area.
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Farouk, M. I., and I. M. Smith. "Design of hydraulic structures with two intermediate filters." Applied Mathematical Modelling 24, no. 11 (September 2000): 779–94. http://dx.doi.org/10.1016/s0307-904x(00)00017-2.

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Smith, C. D. "Selection of design flood frequencies for hydraulic structures." Canadian Journal of Civil Engineering 20, no. 4 (August 1, 1993): 582–86. http://dx.doi.org/10.1139/l93-075.

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The first step required in the design sequence for a hydraulic structure is selection of the design discharge. The size and cost of the structure will be directly related to the magnitude of this value. If the selected discharge is too large, the structure will be uneconomic; if it is too small, it will be unsafe. The optimum design corresponds to the point where the cost of the structure and the cost of exceeding the design discharge is a minimum. Ideally, the optimizing process should be carried out for each structure. For practical reasons it is not always possible to do this. In such cases, design flood frequencies are used which have apparently been satisfactory for similar structures in the past. Some typical flood frequency values for various structures are given in this paper, along with the rationale for differences in values for different kinds of structures. Key words: design floods, frequency, economics, hydraulic structures.
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Dakhlaoui, Mohamed, Didier Gaujous, Georges Raimbault, and Jean-Pierre Tabuchi. "Water diffusion device design in reservoir structures." Water Science and Technology 32, no. 1 (July 1, 1995): 71–78. http://dx.doi.org/10.2166/wst.1995.0018.

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In order to reduce urban runoff flowrates, reservoir structures are now used. Such use often implies the injection of rainwater coming from nearby buildings or catchments through these structures. This injection requires some diffusion devices to secure the homogeneous filling of the structure. This paper presents some useful instructions for the design of such devices. It provides information about diffused flowrates through a drain element according to the inside piezometric water head. It also deals with the hydraulic behaviour of a drain supplied with water from one end. A numerical model simulates this hydraulic behaviour. Lastly, a chart is provided in order to help water diffusion device designers.
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Dissertations / Theses on the topic "Hydraulic Structures Design"

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Capelo, António João Costa. "Relatório Integrador da Atividade Profissional. As infra-estruturas dos aproveitamentos hidroagricolas. Estudos e Projetos." Master's thesis, ISA, 2014. http://hdl.handle.net/10400.5/7065.

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Mestrado em Engenharia Agronómica - Ramo de Engenharia Rural / Instituto Superior de Agronomia
Over the last 26 years, my professional career has been directed towards consultation in the fields of agricultural hydraulics and rural development. A great part of it is dedicated to studies and designs of hydraulic structures, envisaging the expansion and progress of the agrarian activity in Portugal. Reference is made to the internationalization of my activities, achieved though the development of studies and designs, master plans, expertise advice, training and specialized technical assistance to senior management technicians. Obtaining a M.Sc. Degree and exposing the studies, designs and works in which I have been involved in, comprises the main objective of this report. The report is structured around the methodologies used in the preparation of studies of hydraulic structures, highlights the most relevant design aspects and a few construction details. During the preparation of this report, groups of activities considered relevant to the author’s career were selected, such as: The “Empreendimento de Fins Múltiplos de Alqueva”, the Rehabilitation of Upgrading of Irrigation Perimeters, Studies and Designs of other nature, Master Plans, Expertise Advice and Training. Emphasis is placed upon construction and operation aspects that were especially decisive for the success of such undertakings. The most important aspects that corroborate my experience are highlighted within each activity included in this report
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Farouk, Mohamed Ismail. "Design of hydraulic structures with plane intermediate filters." Thesis, University of Manchester, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.510438.

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Hydraulic structures should be secured against uplift pressure and piping. Design engineers, therefore, may provide these structures with different features such as intermediate filters to establish safer and/or more economic structures. One or more intermediate filters can be built within the floor. In this research, the problem of seepage flow beneath hydraulic structures with two plane intermediate filters over a homogenous soil has been deduced analytically using the conformal mapping technique. The solutions include the potential heads at both key and stagnation points, the hydraulic exit gradient just downstream the floor, and the location of the stagnation points. The results have been used to create design charts over a wide range of variables. Then, the general steady-state seepage problem beneath a floor of hydraulic structure having any shape provided with any number of filters and cut-offs located anywhere over a heterogeneous soil has been obtained using a finite element model. After calibrating the model, it has been applied to solve the same problem studied analytically using conformal mapping to confirm both solutions and to determine the adequacy of the numerical solution for potential heads, exit gradient and location of the stagnation points. Good agreement between both solutions has been obtained confirming the accuracy of the numerical solution. Then the model has been used to check the stability against uplift and piping for New Esna Barrage on Nile River in Egypt as one of the existing barrage, which has been provided with one intermediate filter. After the stability of the barrage against these forces has been confirmed, many alternative designs for its floor have been studied to investigate where the exist solution from the optimum one. These alternative designs include different lengths and location for the filter and an upstream cut-off with different depths. Finally the finite element model has been applied over a wide range of variables for a comparison study between the effect of using one and two plane filters upon uplift pressures, hydraulic exit gradients and seepage discharges
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Boulineau, Sheryl Taillon. "East Lake Meadows : hydrologic strategies for architecture." Thesis, Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/23366.

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Hodgkinson, Derek Anthony Martin. "Computer graphics applications in offshore hydrodynamics." Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26705.

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The results of hydrodynamic analyses of two problems involving offshore structures are displayed graphically. This form of presentation of the results and the liberal use of colour have been found to significantly help the ease in which the results are interpreted. For the transformation of waves around an artificial island, a time history of the evolution of the regular, unidirectional wave field around an artificial island is obtained. Through the use of colour, regions in which wave breaking occurs have been clearly defined. The numerical technique used is based on the finite element method using eight noded isoparametric elements. The determination of the transformed wave field takes wave breaking, wave refraction, diffraction, reflection and shoaling into account. The graphical display is achieved by using a plotting program developed for the output of finite element analyses. The motions of a semi-submersible rig are computed from the RAO curves of the rig, used to obtain its' small response in a random sea. The numerical technique used in the analysis assumes that the vertical members are slender and may be analysed using the Morison equation whereas the hulls are treated as large members which are discretised and analysed using diffraction theory. The discretisation of the cylinders and hulls together with the time history of the rig's motions are displayed graphically. Once again, the graphical display is plotted using a program developed for the output of finite element analyses for four noded elements. In this case, a finite element technique has not been employed but the results were ordered to act as though this is the case. The slender members (cylinders) and large members (hulls) are clearly distinguishable by using different colours. The elements used in the analysis are also clearly shown. The VAX 11/730 system was used to obtain the results shown. A video tape, using the results of a time stepping procedure, was made by successively recording the hardcopies produced by the VAX printer. The time stepping could also be seen, in real time, on the IRIS.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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Bester, J. W. "Steps as hydraulic roughness elements in segmentally lined tunnels." Thesis, Stellenbosch : Stellenbosch University, 2002. http://hdl.handle.net/10019.1/53062.

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Thesis (MEng)--University of Stellenbosch, 2002.
ENGLISH ABSTRACT: Segmentally lined tunnels are increasingly being built to transfer water from one water scheme to another. The segments that line such tunnels are often in the form of pre-cast concrete sections, which are placed around the perimeter of the tunnel. As these tunnels are very expensive to construct, it is imperative that their hydraulic capacities can be calculated accurately. Even a slight variation in the design diameter has a significant effect on the cost of the tunnel. Due to the construction method involved, alternative segments are not always properly aligned. This creates roughness elements in the tunnel commonly known as steps. These steps occur randomly and vary in size. Since the steps lead to increased roughness and thus decrease the hydraulic capacity of the tunnel, it is essential that this effect be allowed for in the design of the tunnel. A hydraulic model was used to determine the contribution of steps to the hydraulic roughness, according to step size and frequency of steps.
AFRIKAANSE OPSOMMING: Tonnels word al hoe meer gebou om water tussen waterskemas te vervoer. Die voering van sulke tunnels word dikwels saamgestel uit voorafvervaardigde beton panele wat geplaas word om 'n huls langs die omtrek van die tonnel te vorm. Aangesien hierdie tonnels geweldig duur is om te bou, is dit uiters noodsaaklik dat die hidrouliese kapasiteit van 'n tonnel akkuraat bereken kan word. 'n Klein variasie in die diameter van die tonnel het 'n betekenisvolle effek op die koste daarvan. Die konstruksiemetode van sulke tonnels veroorsaak dat opeenvolgende panele nie altyd presies oplyn nie. Sulke afwykings in die belyning van die tonnelpanele veroorsaak klein trappies, wat bydra tot die ruheid in die tonne I en sodoende die kapasiteit daarvan laat afneem. Die afwykings varieer in grootte en kom in geen spesifieke patroon voor nie. 'n Modelstudie is uitgevoer om die bydrae wat die afwykings in the belyning van die opeenvolgende ringe tot die hidrouliese weerstand maak, te bepaal.
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Chukwuka, Echezonachukwu Chukwuemeka. "Risk based design, maintenance and inspection of marine and offshore structures, with particular reference to fatigue analysis." Thesis, Liverpool John Moores University, 2011. http://researchonline.ljmu.ac.uk/6019/.

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Fagan, Tony Duane. "Effect of membrane weight on vibrations of air-inflated dams." Thesis, Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/91167.

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Inflatable dams are flexible membrane structures, pressurized with either air, water, or both, which have been used in recent years as a means of temporarily impounding water. A number of procedures have been developed to investigate the static behavior of the dams, but the dynamic behavior has been largely neglected. The few studies that have been done on dynamic behavior have used the simplifying assumption that the weight of the membrane was negligible. In this study, equations of equilibrium and equations of motion were derived for an air inflated dam impounding no water, but loaded with its own membrane weight. It was assumed that the effect of membrane extensibility is negligible in the analysis. Derivatives required in the equations of motion were approximated using finite difference equations. Computer programs were written to find solutions for the eigenvalues and eigenvectors of the equations of motion. The computer program plotted the mode shapes of vibration associated with the four lowest eigenvalues, as well as the static shape of the dam. The eigenvalues obtained were the square of the frequencies of the system, so the effects of a series of membrane weights on the frequencies of dams of various base lengths could be analyzed.
M.S.
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Al-Faesly, Taofiq Qassim. "Extreme Hydrodynamic Loading on Near-Shore Structures." Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/34179.

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The main objective of this study was to investigate and quantify the impact of extreme hydrodynamic forces, similar to those generated by tsunami-induced inundation, on structural elements. As part of a comprehensive experimental program and analytical study, pressures, base shear forces, and base overturning moments generated by hydraulic bores on structural models of various shapes were studied. In addition, the impact force induced by waterborne wooden debris of different shapes and masses on the structural models was also investigated. Two structural models, one with circular and the other with square cross-section, were installed individually downstream of a dam-break wave in a high-discharge flume. Three impounding water heights (550, 850 and 1150 mm) were used to produce dam-break waves, which have been shown to be analogous to tsunami-induced coastal inundation in the form of highly turbulent hydraulic bores. Time-history responses of the structural models were recorded, including: pressures, base shear forces, base overturning moments, lateral displacements, and accelerations. In addition, the flow depth-time histories were recorded at various locations along the length of the flume. Regular and high-speed video cameras were used to monitor the bore-structure interaction. The effect of initial flume bed condition (“wet” or “dry” bed) on the forces and pressures exerted on the structural models were also investigated. Moreover, the vertical distribution of pressure around the models was captured. Simple low-height walls with various geometries were installed upstream from the structural models to investigate their efficiency as tsunami mitigation measures. The experimentally recorded data were compared with those estimated from currently available formulations. The results and analysis of the simulated tsunami-induced bore presented in this study will be of significant use to better estimate forces exerted on structures by tsunami-induced turbulent bores. It is expected that this work will contribute to the new ASCE7 Chapter 6 - Tsunami Loads and Effects in which two of this author’s academic supervisors, Drs. Ioan Nistor and Dan Palermo, are members.
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Larson, John P. "Design of a Magnetostrictive-Hydraulic Actuator Considering Nonlinear System Dynamics and Fluid-Structure Coupling." The Ohio State University, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=osu1402566309.

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Kannikanti, Rajesh. "An android application for the USDA structural design software." Kansas State University, 2013. http://hdl.handle.net/2097/15977.

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Master of Science
Department of Computing and Information Sciences
Mitchell L. Neilsen
People are more inclined to use tablets instead of other computing devices due to their portability and ease of use. A number of desktop applications are now becoming available as tablet applications, with increasing demand in the market. Android is one of the largest and most popular open source platforms that offer developers complete access to framework APIs in order to develop innovative tablet applications. The objective of this project is to develop an Android application for the U.S. Department of Agriculture (USDA) Structural Design Software. The GUI for this software is developed to run on tablet devices powered by Android platform. The main features provided by the User Interface include: • Allowing the input to be saved in ASCII text format and displaying the simulation results in PDF format • Allowing the user to select the type of project or view help contents for the projects • Allowing the user to build the simulation for the selected type of project • Allowing the user to send the simulation results to an e-mail The backend for this software is supposed to replace the old FORTRAN source files with Java source files. FORTRAN to Java translation is performed using the FORTRAN to Java (F2J) translator. F2J is intended to translate old FORTRAN math libraries, but was not completely successful in translating these FORTRAN programs. To accomplish successful translation, some features (such as Common Blocks, IO operations) were removed from the FORTRAN source files before translation. After successful translation, the removed features were added again to the translated Java source files. The simulation results provided by the software are useful to design engineers to develop new structural designs.
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Books on the topic "Hydraulic Structures Design"

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Ali, Iqbal. Irrigation and hydraulic structures: Theory, design and practice. Karachi, Pakistan: Institute of Environmental Engineering & Research, NED University of Engineering & Technology, 1993.

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Naib, S. K. al. Jet mechanics & hydraulic structures: Theory, analysis and design. [Romford]: Research Books, 1992.

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Batty, Ian. The design of water-retaining structures. New York: J. Wiley & Sons, 1991.

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Sergeev, Boris Ivanovich. Flexible structures: Reference manual on design. Denver, Colo: U.S. Dept. of the Interior, Bureau of Reclamation, 1986.

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O, Timblin L., U.S./U.S.S.R. Team in Plastic Films and Soil Stabilizers., and United States. Bureau of Reclamation., eds. Flexible structures: Reference manual on design. Denver, Colo: U.S. Dept. of the Interior, Bureau of Reclamation, 1986.

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Sergeev, Boris Ivanovich. Flexible structures: Reference manual on design. Denver, Colo: U.S. Dept. of the Interior, Bureau of Reclamation, 1986.

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Gambhir, Murari Lal. Stability Analysis and Design of Structures. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004.

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Rasulo, Giacomo, and Giuseppe Del Giudice. Standard design of hydraulic structures in urban drainage systems. Milano: Centro studi idraulica urbana, 2009.

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The hydraulics of open channel flow: An introduction ; basic principles, sediment motion, hydraulic modelling, design of hydraulic structures. London: Arnold, 1999.

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Chanson, Hubert. The hydraulics of open channel flow: An introduction ; basic principles, sediment motion, hydraulic modelling, design of hydraulic structures. 2nd ed. Oxford [UK]: Elsevier Butterworth Heinemann, 2004.

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Book chapters on the topic "Hydraulic Structures Design"

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Chen, Sheng-Hong. "Planning and Design of Hydraulic Projects." In Hydraulic Structures, 41–93. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-47331-3_2.

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Chen, Sheng-Hong. "Design Criteria and Methods for Hydraulic Structures." In Hydraulic Structures, 253–81. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-47331-3_6.

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Hatami, Mojtaba, and Farhad Mirzaei. "Preparing a Computer Software for Hydraulic Design of Open Water Transfer Structures." In Advances in Water Resources and Hydraulic Engineering, 1710–17. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_295.

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Singh, Raj Mohan. "Genetic Algorithm Based Optimal Design of Hydraulic Structures with Uncertainty Characterization." In Swarm, Evolutionary, and Memetic Computing, 742–49. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-27172-4_87.

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Li, Wenping, Hui Liu, Xiaojie Wang, and Tiantian Gao. "Study on Oil Pressure Characteristics and Trajectory Tracking Control in the Electro-hydraulic Servo System of a Torsional Isolator with Negative Stiffness Structures." In Advances in Mechanical Design, 735–48. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6553-8_49.

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Safavi, K., A. R. Karaminejad, H. Jamali, H. A. Sarkardeh, and A. R. Zarrati. "Hydraulic Design of A Multi-Level Intake Structure." In Advances in Water Resources and Hydraulic Engineering, 2064–68. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_354.

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Jiang, Haixiang. "Fault Analysis and Structure Optimization of End Face Seal of Hydraulic Oscillator." In Advances in Mechanical Design, 267–73. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9941-2_23.

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Rouault, Jacques, P. Chellapandi, Baldev Raj, Philippe Dufour, Christian Latge, Laurent Paret, Pierre Lo Pinto, et al. "Sodium Fast Reactor Design: Fuels, Neutronics, Thermal-Hydraulics, Structural Mechanics and Safety." In Handbook of Nuclear Engineering, 2321–710. Boston, MA: Springer US, 2010. http://dx.doi.org/10.1007/978-0-387-98149-9_21.

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Cinotti, Luciano, Craig F. Smith, Carlo Artioli, Giacomo Grasso, and Giovanni Corsini. "Lead-Cooled Fast Reactor (LFR) Design: Safety, Neutronics, Thermal Hydraulics, Structural Mechanics, Fuel, Core, and Plant Design." In Handbook of Nuclear Engineering, 2749–840. Boston, MA: Springer US, 2010. http://dx.doi.org/10.1007/978-0-387-98149-9_23.

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Su, DongHai, and ZhengHui Qu. "The Designs of the Function and Structure of the New Hydraulic Cylinder Test-Bed." In Advances in Intelligent and Soft Computing, 435–40. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-25989-0_70.

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Conference papers on the topic "Hydraulic Structures Design"

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Zawawi, M. H., N. H. Hassan, M. Z. Ramli, N. M. Zahari, M. R. M. Radzi, A. Saleha, A. Salwa, L. M. Sidek, Z. C. Muda, and M. A. Kamaruddin. "Fluid-structure interactions study on hydraulic structures: A review." In GREEN DESIGN AND MANUFACTURE: ADVANCED AND EMERGING APPLICATIONS: Proceedings of the 4th International Conference on Green Design and Manufacture 2018. Author(s), 2018. http://dx.doi.org/10.1063/1.5066885.

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Lindler, Jason E., Eric H. Anderson, and Mark E. Regelbrugge. "Design and testing of piezoelectric-hydraulic actuators." In Smart Structures and Materials, edited by Eric H. Anderson. SPIE, 2003. http://dx.doi.org/10.1117/12.483888.

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Hedberg, Mikael, Gunnar Hellström, Anders Andersson, Patrik Andreasson, Robin Andersson, and Kristian Angele. "Numerical modelling for design of spillway refurbishing." In 8th IAHR International Symposium on Hydraulic Structures ISHS2020. The University of Queensland, 2020. http://dx.doi.org/10.14264/uql.2020.606.

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Ellison, Joshua A., Jayant Sirohi, and Inderjit Chopra. "Design and testing of a bidirectional magnetostrictive-hydraulic hybrid actuator." In Smart Structures and Materials, edited by Alison B. Flatau. SPIE, 2004. http://dx.doi.org/10.1117/12.539919.

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Ramsden, Jerald D., and Susan Gardner. "Hydraulic Analyses and Design of a Sediment Cap at a Superfund Site." In Coastal Structures 2003. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40733(147)56.

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Niño, Yarko, and Maximiliano Mártinez. "3D numerical modeling to support the design of contractions in supercritical flow channels." In 8th IAHR International Symposium on Hydraulic Structures ISHS2020. The University of Queensland, 2020. http://dx.doi.org/10.14264/uql.2020.610.

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Chanson, Hubert. "Hydraulic modelling of pipe culverts and low-velocity zones at less-than-design flows." In 8th IAHR International Symposium on Hydraulic Structures ISHS2020. The University of Queensland, 2020. http://dx.doi.org/10.14264/uql.2020.580.

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Bal, Abelardo, Nicolás Badano, Fernando Re, and Mariano Lapetina. "Some historical aspects on the hydraulic design of the Gatun Spillway in the Panama Canal." In 8th IAHR International Symposium on Hydraulic Structures ISHS2020. The University of Queensland, 2020. http://dx.doi.org/10.14264/uql.2020.609.

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Wei, Wangru, Jun Deng, Zhong Tian, and Faxing Zhang. "A triangle-wedge sidewall design for the surface spillway outlet on a high-head dam: experimental investigations." In 8th IAHR International Symposium on Hydraulic Structures ISHS2020. The University of Queensland, 2020. http://dx.doi.org/10.14264/uql.2020.590.

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Yoo, Jin-Hyeong, Jayant Sirohi, and Norman M. Wereley. "Design of a MR hydraulic power actuation system." In SPIE's 8th Annual International Symposium on Smart Structures and Materials, edited by L. Porter Davis. SPIE, 2001. http://dx.doi.org/10.1117/12.436525.

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Reports on the topic "Hydraulic Structures Design"

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CORPS OF ENGINEERS WASHINGTON DC. Engineering and Design: Responsibility for Hydraulic Steel Structures. Fort Belvoir, VA: Defense Technical Information Center, January 1997. http://dx.doi.org/10.21236/ada404088.

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Ebeling, Robert, and Barry White. Load and resistance factors for earth retaining, reinforced concrete hydraulic structures based on a reliability index (β) derived from the Probability of Unsatisfactory Performance (PUP) : phase 2 study. Engineer Research and Development Center (U.S.), March 2021. http://dx.doi.org/10.21079/11681/39881.

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This technical report documents the second of a two-phase research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates geotechnical as well as structural design limit states for design of the U.S. Army Corps of Engineers (USACE) reinforced concrete, hydraulic navigation structures. To this end, this R&D effort extends reliability procedures that have been developed for other non-USACE structural systems to encompass USACE hydraulic structures. Many of these reinforced concrete, hydraulic structures are founded on and/or retain earth or are buttressed by an earthen feature. Consequently, the design of many of these hydraulic structures involves significant soil structure interaction. Development of the required reliability and corresponding LRFD procedures has been lagging in the geotechnical topic area as compared to those for structural limit state considerations and have therefore been the focus of this second-phase R&D effort. Design of an example T-Wall hydraulic structure involves consideration of five geotechnical and structural limit states. New numerical procedures have been developed for precise multiple limit state reliability calculations and for complete LRFD analysis of this example T-Wall reinforced concrete, hydraulic structure.
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Woodson, Stanley C., and William A. Price. Improved Strength Design of Reinforced Concrete Hydraulic Structures - Research Support. Fort Belvoir, VA: Defense Technical Information Center, April 1992. http://dx.doi.org/10.21236/ada251470.

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Christine, Lozano, and Riveros Guillermo. Classical and innovative methods of fatigue and fracture repairs in navigation steel structures. Engineer Research and Development Center (U.S.), April 2021. http://dx.doi.org/10.21079/11681/40422.

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Most of the hydraulic steel structures (HSS) in the U.S. have reached or have past their design life, which leads to unsatisfactory performance. Welded connections with low fatigue resistance, poor weld quality, unanticipated structural behavior, or unexpected loading due to the deterioration of the design boundary conditions are the causes of fatigue cracking. The purpose of this report is to identify and evaluate the traditional and new methods used for fatigue and fracture repairs in navigation steel structures to restore their load carrying capacity and fatigue and fracture resistance. The final objective was to generate a guidance report comprising of recommended and more efficient repair methods for the different fatigue limit states observed in navigation steel structures.
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Price, William A., and Edwin S. Alling. Computer-Aided Structural Engineering (CASE) Project. CBASIN--Structural Design of Saint Anthony Falls Stilling Basins According to Corps of Engineers Criteria for Hydraulic Structures. Computer Program X0098. Fort Belvoir, VA: Defense Technical Information Center, August 1989. http://dx.doi.org/10.21236/ada212545.

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Bell, Gary, and Duncan Bryant. Red River Structure physical model study : bulkhead testing. Engineer Research and Development Center (U.S.), June 2021. http://dx.doi.org/10.21079/11681/40970.

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The US Army Corps of Engineers, St. Paul District, and its non-federal sponsors are designing and constructing a flood risk management project that will reduce the risk of flooding in the Fargo-Moorhead metropolitan area. There is a 30-mile long diversion channel around the west side of the city of Fargo, as well as a staging area that will be formed upstream of a 20-mile long dam (referred to as the Southern Embankment) that collectively includes an earthen embankment with three gated structures: the Diversion Inlet Structure, the Wild Rice River Structure, and the Red River Structure (RRS). A physical model has been constructed and analyzed to assess the hydraulic conditions near and at the RRS for verification of the structure’s flow capacity as well as optimization of design features for the structure. This report describes the modeling techniques and instrumentation used in the investigation and details the evaluation of the forces exerted on the proposed bulkheads during emergency operations for the RRS.
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Sharp, Jeremy, Locke Williams, Duncan Bryant, Jake Allgeier, Kevin Pigg, Gary Bell, and Dana Moses. Rough River Outlet Works physical model study. Engineer Research and Development Center (U.S.), June 2021. http://dx.doi.org/10.21079/11681/41043.

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The US Army Corps of Engineers, Louisville District, requested the support and assistance of the US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory (CHL), in the evaluation of the hydraulic performance of the replacement Outlet Works for Rough River Dam. To support the design effort, CHL constructed a 1:25.85 scale physical model. The proposed features of the model in the domain are the curved approach channel, intake structure, transition, curved conduit, stilling basin, concrete apron, and retreat channel. Tests performed to evaluate the hydraulic performance illuminated a few design concerns. To address these issues, several key design changes were made. These included the retreat channel slope, end sill design, and transition design.
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Howard, Adam, Jang Pak, David May, Stanford Gibson, Chris Haring, Brian Alberto, and Michael Haring. Approaches for assessing riverine scour. Engineer Research and Development Center (U.S.), May 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 potential within a riverine environment. This methodology was developed through a partnership with the US Army Engineer Research and Development Center, Hydrologic Engineering Center, and St. Paul District in support of the Lower American River Contract 3 project in Sacramento, CA.
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Torres, Marissa, Norberto Nadal-Caraballo, and Alexandros Taflanidis. Rapid tidal reconstruction for the Coastal Hazards System and StormSim part II : Puerto Rico and U.S. Virgin Islands. Engineer Research and Development Center (U.S.), August 2021. http://dx.doi.org/10.21079/11681/41482.

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This Coastal and Hydraulics Engineering Technical Note (CHETN) describes the continuing efforts towards incorporating rapid tidal time-series reconstruction and prediction capabilities into the Coastal Hazards System (CHS) and the Stochastic Storm Simulation System (StormSim). The CHS (Nadal-Caraballo et al. 2020) is a national effort for the quantification of coastal storm hazards, including a database and web tool (https://chs.erdc.dren.mil) for the deployment of results from the Probabilistic Coastal Hazard Analysis (PCHA) framework. These PCHA products are developed from regional studies such as the North Atlantic Coast Comprehensive Study (NACCS) (Nadal-Caraballo et al. 2015; Cialone et al. 2015) and the ongoing South Atlantic Coast Study (SACS). The PCHA framework considers hazards due to both tropical and extratropical cyclones, depending on the storm climatology of the region of interest. The CHS supports feasibility studies, probabilistic design of coastal structures, and flood risk management for coastal communities and critical infrastructure. StormSim (https://stormsim.erdc.dren.mil) is a suite of tools used for statistical analysis and probabilistic modeling of historical and synthetic storms and for stochastic design and other engineering applications. One of these tools, the Coastal Hazards Rapid Prediction System (CHRPS) (Torres et al. 2020), can perform rapid prediction of coastal storm hazards, including real-time hurricane-induced flooding. This CHETN discusses the quantification and validation of the Advanced Circulation (ADCIRC) tidal constituent database (Szpilka et al. 2016) and the tidal reconstruction program Unified Tidal analysis (UTide) (Codiga 2011) in the Puerto Rico and U.S. Virgin Islands (PR/USVI) coastal regions. The new methodology discussed herein will be further developed into the Rapid Tidal Reconstruction (RTR) tool within the StormSim and CHS frameworks.
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Rock riprap design for protection of stream channels near highway structures; Volume 1, Hydraulic characteristics of open channels. US Geological Survey, 1986. http://dx.doi.org/10.3133/wri864127.

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