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Yi, Xiu Yong, and Yang Zhang. "Study of Urban Flood Control Planning in Taiyuan." Advanced Materials Research 838-841 (November 2013): 1709–14. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.1709.
Considering topography, climate, river system, and existing problems in Taiyuan, the urban flood control planning in Taiyuan boils down to the following points: determine the flood control standard according to the size of city; study the flood alleviating measures in the upstream area; provide adequate water and soil conservation measures in the mountainous areas reduce flash floods; divert flood from mountainous areas to the downstream area instead of to the urban; improve the river channels in the urban area; provide flood detention and retarding area in the downstream area; study non-engineering flood control measures.
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Criss, Robert E., and Everett L. Shock. "Flood enhancement through flood control." Geology 29, no. 10 (2001): 875. http://dx.doi.org/10.1130/0091-7613(2001)029<0875:fetfc>2.0.co;2.
Sukegawa, Noboru. "Flood control." International Journal of Water Resources Development 4, no. 1 (March 1988): 7–17. http://dx.doi.org/10.1080/07900628808722364.
Yan, Jun, Chang You Jiang, Sai Nan Chen, and Ju Zhang. "Control and Utilization Method for Urban Rain-Flood." Applied Mechanics and Materials 50-51 (February 2011): 910–14. http://dx.doi.org/10.4028/www.scientific.net/amm.50-51.910.
Urban rain-flood disasters become more ordinary and serious recently under global warming and unreasonable exploitation. Summed up the characters of urban rain-floods, the mechanism of urban rain-flood disasters is analyzed. More ever, the main countermeasures to control and utilize urban rain-flood comprehensively and effectively are put forward.
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Zhang, Tao, Wanmin Zhao, and Dongjun Tong. "Multiscale Model for Urban Flood Control Planning Based on Microcirculation." Open House International 41, no. 3 (September 1, 2016): 66–70. http://dx.doi.org/10.1108/ohi-03-2016-b0011.
Flood season in our country is characterized by frequent heavy rains, and flood problems are becoming increasingly serious. The uneven distribution of water resources causes conflicts in the occurrence of floods and droughts. Implementing effective flood control planning and solving drought and flood disasters are the research highlights of relevant institutions both domestic and abroad. This study develops a multiscale method of urban flood control planning based on microcirculation. A microcirculation water ecosystem, which consists of six elements, namely, collecting, interacting, precipitating, reserving, storing, and purifying, is introduced. This study investigates precipitation; peak shaving; recycle mode of filtration at the macro level in different regions; “hierarchy” in rainwater ecosystems in rain parks, heavy rain garden parks, and wetland parks at the meso level; and the concept of zero-emission rain in residential areas and roads at the micro level. Finally, this study analyzes a rain garden and its domestic application. A conclusion is drawn that the flood control planning model based on microcirculation can effectively reduce rain runoff. Empirical measurement proves that the proposed multiscale model for city flood control planning based on microcirculation promotes flood control and effectively reduces the occurrence of droughts and floods.
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Yamashita, Sampei, Yukihiro Shimatani, Ryoichi Watanabe, Toshiyuki Moriyama, Tomoko Minagawa, Kumiko Kakudo, and Terukazu Yamashita. "Comprehensive flood control involving citizens in a Japanese watershed." Water Science and Technology 68, no. 4 (August 1, 2013): 791–98. http://dx.doi.org/10.2166/wst.2013.293.
In July 2009, the city of Fukuoka, Japan experienced a flood disaster along the Hii River, which runs through densely populated, concrete-covered areas of the city. The drainage system was overwhelmed and the river overflowed due to heavy rainfall and rapid runoff. The event led citizens in its watershed to plan and implement comprehensive flood control. The plan aims not only to mitigate floods but also to revitalize the river environment and populated communities in urban areas. This study reports the activities led by the citizens. They organized and carried out civic forums, workshops, and fieldwork to share views as to how the flood disaster was caused, how floods in the watershed should be controlled, and how the river environment should be rehabilitated. This study illuminates how people, including the flood victims and municipal engineers, can change drastically and communicate effectively in the course of discussing and implementing the comprehensive flood control measures.
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Wang, Yang, Shuhui Zhang, Ziyi Zhang, Caichao Su, Peng Ding, and Guangtian Cao. "Frequency analysis of representative flood control water level stations in Puyang River." E3S Web of Conferences 329 (2021): 01002. http://dx.doi.org/10.1051/e3sconf/202132901002.
Puyang river basin is located in the north central part of Zhejiang Province, which is one of the most important river basins in Zhejiang Province. The lower reaches of Puyang River are easily influenced by tide in Hangzhou Bay and flood in Qiantang River. When Puyang river floods, it often meets Fuchun River and floods occur at the same time. The flood discharge of Puyang river is blocked and the water level rises and rises, which makes the Puyang River vulnerable to disaster. Water level frequency analysis is the basis of Puyang river planning and flood control plan. The representative flood control water level stations of Puyang River include Zhuji station and wenjiayan station. The frequency analysis of these representative stations is helpful to determine the water level of these key nodes under different frequencies, and to provide basic data for accurate flood control of Puyang River and ensure the safety of flood control.
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Chang, Ming Qi. "Optimal Control of Large Flood of Ankang Reservoir." Key Engineering Materials 467-469 (February 2011): 625–28. http://dx.doi.org/10.4028/www.scientific.net/kem.467-469.625.
Located in the upper stream of the Hanjiang River, the Ankang Reservoir is a large hydro-junction mainly for electric power generation as well as for flood prevention and shipping. Rainstorms in the Hanjiang River in summer have high occurrence with concentrated floods characterized by sudden surge and sudden fall. Considering staggering the Hanjiang River and the Yuehe River flood peaks, on the premise of ensuring the dam safety and meeting the flood prevention requirements of Ankang Town, this Thesis establishes the mathematical model for the Ankang Reservoir large flood multi-objective optimal deployment, adopts the progressive optimality algorithm (POA) to solve the model to work out the optimal control with the inconsistent objectives of flood prevention and power generation during large flood and gives examples. The result shows that the mathematical model is workable and practicable and the solution methods are rapid and accurate.
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Minghong, Chen, Fang Hongwei, Zheng Yi, and He Guojian. "Integrated Flood Management for Beiyun River, China." Journal of Hydrology and Hydromechanics 61, no. 3 (September 1, 2013): 177–87. http://dx.doi.org/10.2478/johh-2013-0023.
Abstract Beiyun River Basin is holistically suffering a water shortage and relatively concentrated flood risk. The current operation (level-control) of dams and floodgates, which is in passive defense mode, cannot meet the demands of both flood control and storm water resources. An integrated flood forecasting and management system is developed by the connecting of the hydrological model and hydrodynamic model and coupling of the hydrodynamic model and hydraulic model for dams and floodgates. Based upon the forecasted runoff processes, a discharge-control operation mode of dams and floodgates is proposed to be utilized in order to well regulate the flood routing in channels. The simulated water level, discharge, and water storage volume under different design conditions of rainfall return periods and floodgates operation modes are compared. The results show that: (1) for small floods, current operation modes can satisfy the objectives, but discharge-control operation can do better; (2) for medium size floods, since pre-storing of the floods affects the discharge of follow-up floods by floodgates, the requirement of flood control cannot be satisfied under current operations, but the discharge-control operation can; (3) for large floods, neither operation can meet the requirement because of the limited storage of these dams. Then, the gravel pits, wetlands, ecological lakes and flood detention basins around the river must be used for excess flood waters. Using the flood forecasting and management system can change passive defense to active defense mode, solving the water resources problem of Beijing city and Beiyun River Basin to a certain extent.
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Zhu, Di, Yadong Mei, Xinfa Xu, Junhong Chen, and Yue Ben. "Optimal Operation of Complex Flood Control System Composed of Cascade Reservoirs, Navigation-Power Junctions, and Flood Storage Areas." Water 12, no. 7 (July 1, 2020): 1883. http://dx.doi.org/10.3390/w12071883.
As more and more water projects are built on rivers, the flood control operation becomes more complex. Studies on the optimal flood control operation are very important to safeguard human life and property. This study focused on optimizing the operation of a complex flood control system composed of cascade reservoirs, navigation-power junctions, flood storage areas, and flood control points. An optimal model was established to jointly maximize flood peak reduction rates of downstream flood control points. A hybrid algorithm named the Dynamic Programming-Progressive Optimality Algorithm (DP-POA) was used to solve this model, and the middle and lower reaches of the Ganjiang River were selected as a case study. The results show that flood reduction at three downstream flood control points ranged from 1080 to 5359 m3/s for designed floods with different return periods, which increased by about 333~1498 m3/s in comparison with the conventional operation. Considering that the maximum water level of reservoirs using DP-POA and the conventional operation is the same, this indicated that DP-POA can make full use of the reservoirs’ flood control storage to reduce downstream flood peaks. In addition, the flood diversion volume of the flood storage area using DP-POA ranged from 0.33 × 108 to 1.79 × 108 m3 for designed floods with 200-year, 300-year, and 500-year return periods, which is smaller than that using the conventional operation.
Fayegh, A. David. "Flood advisor : an expert system for flood estimation." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25069.
Expert computer programs have recently emerged from research on artificial intelligence as a practical problem-solving tool. An expert system is a knowledge-based program that imitates the problem-solving behaviour of a human expert to solve complex real-world problems. While conventional programs organize knowledge on two levels: data and program, most expert programs organize knowledge on three levels: data, knowledge base, and control. Thus, what distinguishes such a system from conventional programs is that in most expert systems the problem solving model is treated as a separate entity rather than appearing only implicitly as part of the coding of the program.
The purpose of this thesis is twofold. First, it is intended to demonstrate how domain-specific problem-solving knowledge may be represented in computer memory by using the frame representation technique. Secondly, it is intended to simulate a typical flood estimation situation, from the point-of-view of an expert engineer. A frame network was developed to represent, in data structures, the declarative, procedural, and heuristic knowledge necessary for solving a typical flow estimation problem. The control strategy of this computer-based consultant (FLOOD ADVISOR) relies on the concept that reasoning is dominated by a recognition process which is used to compare new instances of a given phenomena to the stereotyped conceptual framework used in understanding that phenomena. The primary purpose of the FLOOD ADVISOR is to provide interactive advice about the flow estimation technique most suitable to one of five generalized real-world situations. These generalizations are based primarily on the type and quantity of the data and resources available to the engineer. They are used to demonstrate how problem solving knowledge may be used to interactively assist the engineer in making difficult decisions. The expertise represented in this prototype system is far from complete and the recommended solution procedures for each generalized case are in their infancy. However, modifications may be easily implemented as the domain-specific expert knowledge becomes available. It is concluded that over the long term, this type of approach for building problem-solving models of the real world are computationally cheaper and easier to develop and maintain than conventional computer programs. Applied Science, Faculty of Civil Engineering, Department of Graduate
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Lam, Yu-chau. "A study of the drainage policy in the context of flood prevention in Hong Kong." Hong Kong : University of Hong Kong, 1999. http://sunzi.lib.hku.hk/hkuto/record.jsp?B21036688.
Infrastructure plays an instrumental role in the shaping of the landscape across many scales and is a
critical human component within the landscape, yet these systems have tended to ignore the function of
appearance and aesthetics in their design. Consequently, the relationship between our infrastructure, the
environment, and us has become increasingly opaque. The majority of the vast infrastructure systems that
weave throughout the landscape promote a mono-functional agenda which is relegated to the background
of our everyday experiences. By investigating the traditional methods of designing infrastructure, we can
begin to understand how to integrate aesthetics into the design of infrastructure. This is explored through
one of the largest infrastructure systems in the United States; flood control. Flood control infrastructure in
is an extensive system that has formed a protective barrier between human and natural processes for over
200 years. Its largest component, the levee, is an elegantly simple structure that contains many layers of
significant cultural and historic aesthetic narratives. This thesis focuses on the levee as an infrastructure
that mediates between natural processes and human development and studies how it can perform
aesthetically to convey new meaning and value. What is the potential of the levee to become expressive in
our lives, and be designed in such a way to move us? This new infrastructural paradigm explores the
implications of utilizing aesthetics as an expressive and significant function of levee design that can
inform and inspire the public and define a new dialogue between man, nature, and technology. Master of Landscape Architecture
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Deutsch, Mathias. "Untersuchungen zu Hochwasserschutzmassnahmen an der Unstrut (1500-1900)." Göttingen : Goltze, 2007. http://catalog.hathitrust.org/api/volumes/oclc/175651941.html.
Tong, Kin-shing. "Implementation of flood control policy in Hong Kong." Hong Kong : University of Hong Kong, 1997. http://sunzi.lib.hku.hk/hkuto/record.jsp?B18716787.
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.
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 flood method and a range of quantile regression techniques. This thesis focuses on the quantile regression techniques and compares two methods: ordinary least squares (OLS) and generalised least squares (GLS) based regression techniques. It also makes comparison with the currently recommended Probabilistic Rational Method. The OLS model is used by hydrologists to estimate the parameters of regional hydrological models. However, more recent studies have indicated that the parameter estimates are usually unstable and that the OLS procedure often violates the assumption of homoskedasticity. The GLS based regression procedure accounts for the varying sampling error, correlation between concurrent flows, correlations between the residuals and the fitted quantiles and model error in the regional model, thus one would expect more accurate flood quantile estimation by this method. This thesis uses data from 133 catchments in the state of Victoria to develop prediction equations involving readily obtainable catchment characteristics data. The GLS regression procedure is explored further by carrying out a 4-stage generalised least squares analysis where the development of the prediction equations is based on relating hydrological statistics such as mean flows, standard deviations, skewness and flow quantiles to catchment characteristics. This study also presents the validation of the two techniques by carrying out a split-sample validation on a set of independent test catchments. The PRM is also tested by deriving an updated PRM technique with the new data set and carrying out a split sample validation on the test catchments. The results show that GLS based regression provides more accurate design flood estimates than the OLS regression procedure and the PRM. Based on the average variance of prediction, standard error of estimate, traditional statistics and new statistics, rankings and the median relative error values, the GLS method provided more accurate flood frequency estimates especially for the smaller catchments in the range of 1-300 km2. The predictive ability of the GLS model is also evident in the regression coefficient values when comparing with the OLS method. However, the performance of the PRM method, particularly for the larger catchments appears to be satisfactory as well.
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Tong, Kin-shing, and 湯健成. "Implementation of flood control policy in Hong Kong." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1997. http://hub.hku.hk/bib/B31965623.
Thesis (M.Eng. (Hons.)) -- University of Western Sydney, 2008. 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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Warmington, Valerie (Valerie A. ). Carleton University Dissertation Geography. "Structural flood control and sustainable development; an analysis of the flood action plan for Bangladesh." Ottawa, 1994.
Pohl, Reinhard. "Flood control at multipurpose reservoirs considering downstream hazards and water quality." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-147110.
Model-based reservoir management systems are indispensable for determining an optimal water resources management in river basins with multipurpose reservoirs. A recently developed management system will be described, using evolutionary algorithms to optimize both event-based and long-term operation of a reservoir system concerning multiple objectives with different units of measurement (Money, Dimensions, Ecology). The result are sets of so-called Pareto optimal solutions which represent the most useful compromises and can serve as a transparent information base for decision-making. In order to improve the ecological performance of multipurpose reservoirs, a dynamic operating scheme is implemented, which ensures that reservoir releases correspond to natural flow variability as far as possible. In addition water quality problems during the flood discharge and the release from selected layers of the water body will be discussed in brief.
J, Saul A., and International Conference on Floods and Flood Management (3rd : 1992 : Florence, Italy), eds. Floods and flood management. Dordrecht: Kluwer Academic Publishers, 1992.
National Research Council (U.S.). Committee on American River Flood Frequencies., ed. Improving American River flood frequency analyses. Washington, D.C: National Academy Press, 1999.
Resources, United States Congress House Committee on Public Works and Transportation Subcommittee on Water. Flood damages along the Monongahela and Cheat rivers in Pennsylvania and West Virginia as the result of severe flooding in November 1985: Hearing before the Subcommittee on Water Resources of the Committee on Public Works and Transportation, House of Representatives, Ninety-ninth Congress, second session, February 7, 1986, at Point Marion, PA. Washington: U.S. G.P.O., 1986.
Resources, United States Congress House Committee on Public Works and Transportation Subcommittee on Water. Flood damages along the Monongahela and Cheat rivers in Pennsylvania and West Virginia as the result of severe flooding in November 1985: Hearing before the Subcommittee on Water Resources of the Committee on Public Works and Transportation, House of Representatives, Ninety-ninth Congress, second session, February 7, 1986, at Point Marion, PA. Washington: U.S. G.P.O., 1986.
van Kalken, Terry, and Karsten Havnø. "Multipurpose Mathematical Model for Flood Management Studies and Real Time Control." In Floods and Flood Management, 169–85. Dordrecht: Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-1630-5_13.
Matsui, Akira. "Flood Control Methods." In Wetland Development in Paddy Fields and Disaster Management, 9–20. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3735-4_2.
Brennan, M. M., and J. P. O’Kane. "Incorporating expert decision support systems with traditional decision approaches of managers for improved flood control." In Floods and Flood Management, 105–8. Dordrecht: Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-1630-5_7.
Vieira, A. M., P. R. H. Sales, and L. A. L. Barretto. "The Brazilian Electric Sector Experience in Flood Control." In Flood Hydrology, 409–18. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3957-8_35.
Starosolszky, Ödön. "Flood control by levees." In Coping with Floods, 617–35. Dordrecht: Springer Netherlands, 1994. http://dx.doi.org/10.1007/978-94-011-1098-3_37.
Harmancioğlu, Nilgun B. "Flood control by reservoirs." In Coping with Floods, 637–52. Dordrecht: Springer Netherlands, 1994. http://dx.doi.org/10.1007/978-94-011-1098-3_38.
Schultz, Gert A. "Flood Forecasting and Control." In Remote Sensing in Hydrology and Water Management, 357–76. Berlin, Heidelberg: Springer Berlin Heidelberg, 2000. http://dx.doi.org/10.1007/978-3-642-59583-7_16.
Kaliski, Enrique, and Luis Arrau. "Flood Control with the Use of an Irrigation Storage Reservoir." In Flood Hydrology, 309–23. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3957-8_27.
Schreiber, Kathleen V. "Best Management Practices as an Alternative Approach for Urban Flood Control." In Flood Handbook, 53–76. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9780429463327-4.
Bao, Hong-Mou, and Li-Dan Ke. "A Catastrophic Flood and its Control in August, 1963 on Haihe River Basin of China." In Flood Hydrology, 389–98. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3957-8_33.
Тези доповідей конференцій з теми "Flood control":
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"Flood propagation and control." In The International Conference On Fluvial Hydraulics (River Flow 2016). Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315644479-287.
Han Min and Zhao Yao. "Simulation and visualization of flood submergence based on MIKE FLOOD and ArcObjects." In 2008 Chinese Control Conference (CCC). IEEE, 2008. http://dx.doi.org/10.1109/chicc.2008.4605593.
Kawata, Y. "Urban flood control policy for sustainability under global warming in Japan." In FLOOD RECOVERY, INNOVATION AND RESPONSE 2008. Southampton, UK: WIT Press, 2008. http://dx.doi.org/10.2495/friar080261.
Bednarova, Emilia, Juraj Skvarka, and Patrik Vaclavik. "ANALYSIS OF THE IMPACT OF LOCAL LEAKS IN THE FLOOD CONTROL LEVEE." In 22nd SGEM International Multidisciplinary Scientific GeoConference 2022. STEF92 Technology, 2022. http://dx.doi.org/10.5593/sgem2022/1.1/s02.010.
In recent decades, society has paid increased attention to issues related to observed climate change, which also includes recurring extreme hydrological phenomena. Shortterm heavy rainfall and long-term droughts draw attention to the increased need for hydraulic structures, providing protection against floods or creating water supplies in times of water scarcity. Flood control levees are an important part of flood protection measures. We should give them constant attention to prevent them from collapsing, and their safety. Almost 3,000 km of flood control levees were built in Slovakia. Due to their age and importance, in recent years these structures require special attention due to the increased intensity of flood flows, reconstruction, or rehabilitation. The most common is the sealing of the levee bodies or their subsoil. Also, we can increase their crest levels due to changes in hydrological conditions in the last decades. The present article illustrates the results of a study related to increasing the safety of the Nitra levees. It is remarkable here that, despite the engineering research on the unproven occurrence of permeable local leaks, wet areas occur at the foot of the levees during floods. Attention is focused on the probable causes of these phenomena and the possibilities of their solution.
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Cocaign, G., T. Picton, U. T. Khan, B. Beullac, J. Sharma, F. Mainguenaud, and L. Peyras. "Flood risk assessment of the City of Calgary considering flood control barrier performance." In FLOODrisk 2020 - 4th European Conference on Flood Risk Management. Online: Budapest University of Technology and Economics, 2021. http://dx.doi.org/10.3311/floodrisk2020.14.3.
Usher, D. M. "Alerts in the ship control centre: the potential for expert systems." In IEE Colloquium on Stemming the Alarm Flood. IEE, 1997. http://dx.doi.org/10.1049/ic:19970745.
Asmara, Wan Adlin Harris Wan Mohd, and Noor Hafizah Abdul Aziz. "SMS flood alert system." In 2011 IEEE Control and System Graduate Research Colloquium (ICSGRC). IEEE, 2011. http://dx.doi.org/10.1109/icsgrc.2011.5991822.
Breckpot, M., T. B. Blanco, and B. De Moor. "Flood control of rivers with Model Predictive Control." In 2010 American Control Conference (ACC 2010). IEEE, 2010. http://dx.doi.org/10.1109/acc.2010.5531289.
Nouasse, H., P. Charbonnaud, P. Chiron, J. Murillo, M. Morales, P. Garcia-Navarro, and G. Perez. "Flood lamination strategy based on a three-flood-diversion-area system management." In 2012 20th Mediterranean Conference on Control & Automation (MED 2012). IEEE, 2012. http://dx.doi.org/10.1109/med.2012.6265747.
Gotoh, H., Y. Maeno, M. Takezawa, and M. Ohnishi. "Flood control and small-scale reservoirs." In RIVER BASIN MANAGEMENT 2011. Southampton, UK: WIT Press, 2011. http://dx.doi.org/10.2495/rm110051.
HYDROLOGIC ENGINEERING CENTER DAVIS CA. HEC-5 Simulation of Flood Control and Conservation Systems. Simplified Version of Exhibit 8. Input Description for Flood Control Operation of Single Event Floods. Fort Belvoir, VA: Defense Technical Information Center, January 1986. http://dx.doi.org/10.21236/ada217037.
Neilson, Frank M., Terry N. Waller, and Katherine Kennedy. Flood Control Structures Research Program. Annotated Bibliography on Grade Control Structures. Fort Belvoir, VA: Defense Technical Information Center, September 1991. http://dx.doi.org/10.21236/ada241356.
HDR ENGINEERING INC OAKLAND CA. Mill Creek Flood Control Project Radial Gate Investigations. Fort Belvoir, VA: Defense Technical Information Center, February 2001. http://dx.doi.org/10.21236/ada411211.
DeGabriele, C. E., and C. L. Wu. Probable maximum flood control; Yucca Mountain Site Characterization Project. Office of Scientific and Technical Information (OSTI), November 1991. http://dx.doi.org/10.2172/140769.
Dunbar, Joseph, Gustavo Galan-Comas, Lucas Walshire, Ronald Wahl, Donald Yule, Maureen Corcoran, Amber Bufkin, and José Llopis. Remote sensing and monitoring of earthen flood-control structures. Geotechnical and Structures Laboratory (U.S.), August 2017. http://dx.doi.org/10.21079/11681/22804.
Fuller, Billy D. Upper Guadalupe River Flood Control Weir, San Jose, California. Fort Belvoir, VA: Defense Technical Information Center, November 2003. http://dx.doi.org/10.21236/ada419476.
Maynord, Stephen T. Flow Impingement, Snake River, Wyoming. (Flood Control Structures Research Program). Fort Belvoir, VA: Defense Technical Information Center, July 1993. http://dx.doi.org/10.21236/ada269853.
Stockstill, Richard L., Jane M. Vaughan, and Keith Martin. Numerical Model of the Hoosic River Flood-Control Channel, Adams, MA. Fort Belvoir, VA: Defense Technical Information Center, February 2010. http://dx.doi.org/10.21236/ada529310.
Bennett, Jr, Lee W. J., and Aubra L. Intensive Cultural Resources Survey. Fourche Creek Flood Control Project, Pulaski County, Arkansas. Fort Belvoir, VA: Defense Technical Information Center, January 1986. http://dx.doi.org/10.21236/ada196941.
Walterscheid, J. C. September 2013 Storm and Flood Assessment Report - Attachment 2 - September 2013 Watershed Control Assessment. Office of Scientific and Technical Information (OSTI), December 2015. http://dx.doi.org/10.2172/1237226.
