Relevant bibliographies by topics / Hydraulic management

Academic literature on the topic 'Hydraulic management'

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Published: 4 June 2021
Last updated: 28 January 2023

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Journal articles on the topic "Hydraulic management"

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Сазонова, Svetlana Sazonova, Мезенцев, and A. Mezentsev. "MATHEMATICAL MODELING OF HYDRAULIC SYSTEMS IN THE MANAGEMENT OF THE OPERATION AND DEVELOPMENT." Modeling of systems and processes 8, no. 1 (July 2, 2015): 60–63. http://dx.doi.org/10.12737/12025.

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The article considers the problem of mathematical modeling of hydraulic systems: in the areas of development management and governance function of implementation. Formulated the basic priority directions of mathematical modeling pipeline hydraulics.
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Kang, Wen Long, and Yang Wang. "Diagnosis and Management of the Polluted Hydraulic Oil." Advanced Materials Research 619 (December 2012): 447–50. http://dx.doi.org/10.4028/www.scientific.net/amr.619.447.

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Hydraulic technology is widely applied in various fields of national economy, so the performance of hydraulic system directly influences all aspects of the economic benefits. The status of hydraulic oil is important for the working performance of hydraulic system.The pollution of hydraulic oil is a reason，which causes the fault of hydraulic system And it will cause the failure of system and loss of benefit. So it's very important that the fault of hydraulic system be diagnosed and treated. This paper introduces hydraulic oil pollution and the method of diagnosing and treating it.
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Berardi, L., and O. Giustolisi. "Calibration of Design Models for Leakage Management of Water Distribution Networks." Water Resources Management 35, no. 8 (May 26, 2021): 2537–51. http://dx.doi.org/10.1007/s11269-021-02847-x.

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AbstractWater losses in urban water distribution networks (WDN) accelerate the deterioration of such infrastructures. The enhanced hydraulic modelling provides a phenomenological representation of WDN hydraulics, including the modelling of leakages as function of pipe average pressure and deterioration. The methodological use of such models on real WDN was demonstrated to support the planning of leakage management actions. Nonetheless, many water utilities are still in the process of designing flow/pressure monitoring, thus data available are not enough to perform detailed calibration of such models.This work presents a physically based approach for the calibration of WDN hydraulic models aimed at supporting leakage management plans since early stages. The proposed procedure leverages the key role of mass balance in enhanced hydraulic models and the technical insight on pipe deterioration mechanisms for various quantity and quality of available data. Two calibration studies of real WDNs demonstrate the feasibility of the approach and show that the distribution of leakages in the WDN does not much influence the pressure values, which confirms the need for flow measurements at monitoring districts for leakage and asset management.
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Khatibi, Rahman H. "Systemic knowledge management in hydraulic systems: II. Application to hydraulic systems." Journal of Hydroinformatics 5, no. 2 (March 1, 2003): 141–53. http://dx.doi.org/10.2166/hydro.2003.0011.

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‘Systemic knowledge management’, presented in Paper I as a problem-solving methodology, is applied to hydraulic systems here in Paper II. The generic context of hydraulic systems is interrelated to a body of similar developments in science and technology through the concept of paradigms. The systemic component of this problem-solving method integrates ‘holism’ with ‘reductionism’. Systems science approaches offer a problem-solving methodology to decompose complexities into hierarchies. The knowledge management component is implemented through (i) categorising complexities at each hierarchy for customisation of solutions, (ii) challenging the underlying assumptions; and (iii) reorganising complexities as a way of adapting to subsequent changes. This paper contributes towards the substantiation of the postulate on the formation of paradigms and their subsequent shifts. The main focus of this paper is to illustrate the potentials of applying systemic knowledge management to hydraulic systems and in particular to flood forecasting and warning.
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Li, Xuening, Guoliang Liu, Fusheng Zhang, Baoshan Guan, and Jianghe Sun. "Water management in hydraulic fracturing technology." IOP Conference Series: Earth and Environmental Science 467 (April 9, 2020): 012138. http://dx.doi.org/10.1088/1755-1315/467/1/012138.

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Christensen, Bo Brahtz, Rolf Deigaard, Ida Brøker, Kasper Kærgaard, Asger Bendix Hansen, Nils Drønen, Anders Helkjær, and Helge Gravesen. "THE EXPANSION OF THE PORT OF HANSTHOLM – THE FUTURE CONDITIONS FOR A BYPASS HARBOUR." Coastal Engineering Proceedings 1, no. 33 (October 18, 2012): 41. http://dx.doi.org/10.9753/icce.v33.management.41.

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As part of the investigations for a major expansion of the Port of Hanstholm a series of hydraulic studies were carried out involving: field measurements of waves and currents, establishment of design conditions for waves and currents, analysis of the wave disturbance, laboratory tests of breakwater stability, analysis of the future conditions for sediment bypass and sedimentation and possible impact on the surrounding coastlines. In this paper the extensive sediment studies made by application of numerical modelling is described.
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Labrujere, Astrid Louise, and Henk Jan Verhagen. "ANALYSIS OF THE CARBON FOOTPRINT OF COASTAL PROTECTION SYSTEMS." Coastal Engineering Proceedings 1, no. 33 (December 28, 2012): 78. http://dx.doi.org/10.9753/icce.v33.management.78.

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When calculating the Carbon Footprint for a product or service, a direct link is made between the total amount of consumed energy and the produced amount of carbon dioxide during production. For that reason calculating the carbon footprint of various alternatives is a very straightforward method to compare energy consumption and more importantly environmental pollution. Applying this method to large hydraulic engineering projects is not being done frequently. In this study the possibilities to apply the Carbon Footprint method to coastal protection systems have been explored and analyzed. The analyses are based on a case study: A reinforcement work at the Dutch coast.
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Yayat Hidayat, Wahyu Purwakusuma, Enni Dwi Wahjunie, Dwi Putro Tejo Baskoro, Latief Mahir Rachman, Sri Malahayati Yusuf, Ratu Maulida Adawiyah, Imam Syaepudin, M. Mukmin R. Siregar, and Dien Ayuni Isnaini. "Characteristics of Soil Hydraulic Conductivity in Natural Forest, Agricultural Land, and Green Open Space Area." Jurnal Pengelolaan Sumberdaya Alam dan Lingkungan (Journal of Natural Resources and Environmental Management) 12, no. 2 (July 5, 2022): 352–62. http://dx.doi.org/10.29244/jpsl.12.2.352-362.

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Soil hydraulic conductivity is one of the important soil characteristics that determines the amount and proportion of water that will be infiltrated into the soil column and flowing as surface runoff. It is strongly influenced by soil porosity and soil characteristics that affect the soil porosity such as soil texture and structure and soil organic matter content (internally factors) as well as land management and the intensity of plant canopy cover (external factors). This research is aimed to identify the character of soil hydraulics conductivity in different landuse that consist of forest, agricultural land (moor land, cacao plantations, intensive and conservation annual crops), and green open space areas. The results showed that: a) forest conversion into agricultural land led to the decline of soil quality such as decreased levels of soil organic matter, soil porosity and distribution of soil pores so that the conversion of forest land into agricultural land decreases the soil hydraulic conductivity of both for the initial value and saturated hydraulic conductivity; b) forets canopy cover density affects the soil quality and soil hydraulics conductivity, where high canopy cover has the higher value of soil hydraulics conductivity compared to medium and low canopy forest; c) Situgede tourism forest has the lowest soil hydraulics conductivity compared to other forest types; d) soil hydraulics conductivity in conservation annual crops is higher than intensive annual crops land and Situgede tourism forest and it’s not significantly different from the soil hydraulics conductivity in low canopy forest; and e) soil hydraulics conductivity in green open spaces area were strongly determined by the naturalness of landscape and human intervention level on its formation and management, where the UI city forest and Lembah Gurame city park which were function as ecotourism areas has the lower soil hydraulics conductivity compared to great forest park.
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Alleyne, Andrew, Timothy Deppen, Jonathan Meyer, and Kim Stelson. "Enery management in Mobile Hydraulics." Mechanical Engineering 135, no. 06 (June 1, 2013): S4—S6. http://dx.doi.org/10.1115/1.2013-jun-5.

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This paper explores research into hydraulic hybrids that span a wide range of applications from heavy-duty vehicles, such as city buses, to small passenger vehicles. This case study also highlights the importance of having a well-designed energy management strategy if one is to maximize benefit of the hybrid powertrain. There is potential for hydraulic hybrid vehicles to offer a cost-effective solution to the need for increased efficiency in transportation systems. The high-power density of fluid power makes it a natural choice for energy storage in urban driving environments where there are frequent starts/stops and large acceleration/braking power demands. Because the opportunities and challenges of fluid power are different than those of electrical power, unique control strategies are needed and a summary of common energy management strategies (EMS) design methods for hydraulic hybrids has been presented.
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Li, Hua, and Gui Qin Shang. "Hydraulic Construction Safety Management Model Research Based on Knowledge Management." Applied Mechanics and Materials 357-360 (August 2013): 2896–99. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.2896.

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The targeted and scientific strategies of safety management are badly in need and its owing to the different characteristic of the complexion in construction environment, technology and constructors. In order to build a construction safety knowledge management that based on construction process through brings the methods of knowledge into the construction site. Finally analysis the main process parts of intellectual resources to realize the safety goals and improve the safety management.
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Dissertations / Theses on the topic "Hydraulic management"

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Thai, Do Hoang. "Energy Management of Parallel Hydraulic Hybrid Wheel Loader." Thesis, KTH, Skolan för elektroteknik och datavetenskap (EECS), 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-246097.

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Hybridization of driveline system is one possible solution to increase fuel eciency.In this thesis a parallel hybrid hydraulic wheel loader concept was studied. A highpressure accumulator was added to the system and acted as a second source of energy.By adding the high pressure accumulator, regenerative braking energy canbe stored for later utilization. A backward facing simulation model was developedwhere the high pressure accumulator's State Of Charge (SOC) as state variableand hydraulic pump/motor's displacement as control input. Furthermore, dierentenergy management strategies: Dynamic Programming (DP), rule-based andEquivalent Consumption Minimization Strategy (ECMS) were developed. Thesestrategies were evaluated and compared to each other all with respect to the fuelconsumption. The result from conventional machine acted as the benchmark forother strategies to compare with. From simulation results, rule-based strategiesshowed to be the most robust, resulted in lower fuel consumption in every testeddriving cycle. For ECMS, the performance varied from cycle to cycle. A reductionin fuel consumption was observed for short-loading cycles. Especially in one cycle,ECMS result outclassed rule-based and was almost the same as DP. However, asmall increment was observed for long-carry cycle. Here the introduction of lock-upfeature in the torque converter yielded instead the most fuel saving. These valuableconclusions acted perfectly as a good starting point for future product development.
Hybridisering av drivlinan är en möjliga lösning för ökad bränsleeffektivitet. En par-allell hybrid hydraulik hjullastare koncept undersöktes i detta arbetet. Genom att sätta en extra högtrycksackumulator till systemet kunde regenerativ bromsningsenergi lagras för senare användning. En bakåt simuleringsmodell med ackumulators laddningstillstånd som tillståndsvariabel och hydraulisk pumps/motors förflyttning som reglering signal utvecklades tillsammans med olika energy regleringstrategier så som: dynamisk programmering (DP), regelbaserad (RB) och Ekvivalent Konsumtion Minimering Strategi (engelska ECMS). Strategierna evaluerades och jämfördes med hänsyn till bränsleförbrukningen där resultaten från konventionella maskinen användes som referens. Regelbaserad strategier visades vara mest robusta där bränsleförbrukning minskades för alla testade körcyklar. För ECMS varierades resultatet mellan olika körcyklar. En minskning av bränsle förbrukning noterades for alla kortcyklar. För en cykel utklassade ECMS RB och var nästan lika bra som DP. För långcyklar resulterade ECMS i en liten ökning av bränsleförbrukning. Att introducera ”låsa-in” funktion i momentomvandlare gavs den störta bränsleminskningen.Slutsatserna var mycket värdefulla till framtidens utveckling.
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Wang, Jian. "Aircraft hydraulic power system diagnostic, prognostics and health management." Thesis, Cranfield University, 2012. http://dspace.lib.cranfield.ac.uk/handle/1826/7424.

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This Individual Research Project (IRP) is the extension research to the group design project (GDP) work which the author has participated in his Msc programme. The GDP objective is to complete the conceptual design of a 200-seat, flying wing civil airliner—FW-11. The next generation aircraft design demands higher reliability, safety and maintainability. With the development of the vehicle hydraulic system technology, the equipment and systems become more and more complex, their reliability and maintenance become more difficult for designers, manufacturers and customers. To improve the mission reliability and reduce life cycle cost, there is strong demand for the application of health management technology into airframe system design. In this research, the author introduced diagnostic, prognostic and health management (DPHM) concept into the aircraft hydraulic power system development. As a brand new technology, it is a challenge to apply the DPHM techniques to on-board system. Firstly, an assumed hydraulic power system was designed for FW-11 by the author and used as the case in his IRP research. Then the crucial components and key parameters needed to be monitored were obtained based on Function Hazard Analysis and Failure Modes Effects Analysis of this system. The writer compared a few diagnostic and prognostic methods in detail, and then selected suitable ones for a hydraulic power system. A diagnostic process was applied to the hydraulic power system using a Case-based reasoning (CBR) approach, whilst a hybrid prognostic method was suggested for the system. After that, a diagnostic, prognostic and health management (DPHM) architecture of the hydraulic power system was designed at system level based on the diagnostic and prognostic research. The whole research work provided a general and practical instruction for hydraulic system design by means of DPHM application.
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Dsouza, Serena Karen. "Asset management of offshore oil and gas installations." Thesis, University of Nottingham, 2018. http://eprints.nottingham.ac.uk/49282/.

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The UK sector of the North Sea is a mature oil and gas basin subjected to some of the harshest offshore environments with a majority of the oil and gas installations approaching or having exceeded their original design life, often specified as 25 years. It is likely that the operation of these installations will continue for a substantial period in the foreseeable future. However, the ageing nature of these installations present significant challenges to the delivery of high standards of health and safety required by the UK Health and Safety Executive. The issue of ageing installations has been shown to be an important factor in offshore incidents and accidents, leading to an increased risk of accidental loss of hydrocarbon and failures due to equipment deterioration. Two major hazards resulting from ignition of accidental hydrocarbon release are fires and explosions. Failure to minimise the effects of fires and explosions can bring about significant damage to the structural integrity of offshore installations and pose a risk to personnel safety as evidenced by the 1988 Piper Alpha Disaster and the 2010 Deepwater Horizon Explosion and Oil Spill. This thesis presents a practical tool that can be used to predict the costs, risks and service reliability of any given asset management policy for an offshore oil and gas installation. The tool is implemented using a standard Petri Net technique with already adopted and newly proposed high level extensions, and fluid flow modelling technique. The tool is further divided into two sub models that work in conjunction with one another: (1) the Petri Net based Offshore Safety System Degradation and Maintenance Model and (2) the Offshore Fire and Explosion Model based on fluid flow modelling techniques. The aim of the Offshore Safety System Degradation and Maintenance Model is to concurrently simulate the degradation, failure, inspection and maintenance of four safety systems which includes the fire and gas detection system, process isolation, process blowdown, and the deluge system. Simulation of the model generates a variety of statistics such as the estimated operational costs and unavailability associated with implementing any given asset management policy. The Offshore Fire and Explosion Model is then used to model the occurrence of a hydrocarbon leak from a process vessel located within three enclosed modules; wellhead, separation and compression, of an offshore installation. The aim of this model is to predict the frequencies of fires and explosions in the event that the safety systems previously modelled in the Offshore Safety System Degradation and Maintenance Model fail to function on demand in the presence of an ignition source. The model utilises fluid flow modelling to calculate parameters such as the hydrocarbon discharge rate, gas cloud build-up and dispersion, oil-pool build-up and reduction. These parameters can then be used to predict the magnitude of the fires and explosions in terms of the flame length produced in the event of a fire and the overpressures generated in the event of an explosion. The results and statistics generated are highly beneficial to offshore asset operations managers as they can be used to predict the number of maintenance interventions necessary to ensure safety systems are in an acceptable condition. From this, associated costs can be determined enabling offshore managers to allocate resources and budget accordingly. Finally, an optimisation study is carried out using Genetic Algorithm to identify the optimum inspection, maintenance and repair strategy for the offshore safety systems with an acceptable risk level. The methodology presented in this research considers the offshore safety systems and the processes described above in more detail compared to previous literature associated with asset management offshore oil and gas installation. Additionally, the research demonstrates the suitability of Petri Nets for integrating fire and explosion modelling within the asset management framework which is first of its kind. The model can be successfully used to predict costs, risks and service reliability, and to support asset management decisions when the model is implemented in an optimisation framework.
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Mehta, Neha Ph D. Massachusetts Institute of Technology. "Water management in hydraulic fracturing-a planning and decision optimization platform." Thesis, Massachusetts Institute of Technology, 2014. http://hdl.handle.net/1721.1/95585.

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Thesis: S.M. in Technology and Policy, Massachusetts Institute of Technology, Engineering Systems Division, 2014.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 73-78).
Recent developments in hydraulic fracturing technology have enabled cost-effective production of unconventional resources, particularly shale gas in the U.S. The process of hydraulic fracturing is water intensive, requiring 4-7 million gallons of water per well, to which a range of chemicals must also be added in order to produce an effective fracturing fluid. Following a fracturing stimulation, anywhere from 10-40% of the injected volume of the water flows back to the surface as a polluted stream of wastewater. This polluted stream of water and the overall inefficient use of water in the hydraulic fracturing process has resulted in a number of negative environmental consequences, specifically surrounding ground and surface water quality and quantity. In considering how to minimize the environmental impacts of hydraulic fracturing, effectively managing water throughout the entire hydraulic fracturing water cycle (water acquisition and disposal) is obviously critical. This dissertation articulates a GIS based optimization model that has been developed to optimize water management planning for unconventional oil and gas production. The model enables a diverse set of stakeholders to develop customized water management strategies based on the geological characteristics and water infrastructure of any given play. The model comprises of a front end GIS interface and a back end optimization engine, designed to minimize the overall system cost of water handling as well as minimizing the overall water footprint of the system. Altogether, it is a powerful decision making tool, which allows the operators to optimize and analyze the temporal and spatial variations in flowback, and produced water management and provide an operationally convenient method to access and share the model analysis. From a regulatory perspective, the modeling framework provides a comprehensive template for a water management plan and could be used as a basis to develop tailored, customized regional solutions that can incorporate the inherent heterogeneity widespread across today's oil and gas plays.
by Neha Mehta.
S.M. in Technology and Policy
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Hixon, Lee Franklin. "Making the Case for Tailored Stormwater Management." Thesis, Virginia Tech, 2009. http://hdl.handle.net/10919/46200.

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Protection of downstream channels and reduction in flooding can potentially be improved by evaluating alternative site stormwater management (SWM) strategies at a watershed scale and selecting the optimal strategy for a subject watershed. Tailoring a management strategy for a specific watershed may be worthwhile to minimize development costs and maximize downstream benefit. A hydrologic/hydraulic model for a watershed in Blacksburg, Virginia, is used to evaluate downstream results based on implementation of several alternative SWM strategies currently practiced within the United States. Results show none of the strategies meet the goal of maintaining the baseline goal at the watershed POI for the full range of design storms. Modification to the strategy that performs best at the watershed scale did meet the watershed goal for all design storms except the 1-year. For smaller storm events, it appears that increasing the volume of an initial capture and the drawdown time to release that volume does not increase performance downstream. This is potentially significant as extra dollars spent on site would not provide extra benefit downstream. When post-development peak runoff rates are detained to the predevelopment rate for larger storm events, whether based on a site or watershed focused strategy, the watershed goal can be met. A volume reduction strategy performs well, but implementation is hindered by soils with poor infiltration and the presence of karst. Other insight to watershed based management strategies, the role of regional facilities and predevelopment condition assumptions at the site scale to maintain a baseline condition downstream are discussed.
Master of Science
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Frick, Peyton M. "A hydraulic actuated thermal management system for large displacement engine cooling systems." Connect to this title online, 2007. http://etd.lib.clemson.edu/documents/1193080466/.

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Krüßmann, Martin, and Karin Tischler. "Complexity Management to design and produce customerspecific hydraulic controls for mobile applications." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2016. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-200692.

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Complexity management is the key to success for mobile machinery where the variety of customers and applications requires individual solutions. This paper presents the way Bosch Rexroth supports each OEM with hydraulic controls – from specification and conception towards application and production. It gives examples how platforms and processes are optimized according to the customer needs. The demand for flexible, short-term deliveries is met by an agile production with the technologies of Industry 4.0.
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He, Jiajie Dougherty Mark Lange Clifford R. "Hydraulic management of SDI wastewater dispersal in an Alabama Black Belt soil." Auburn, Ala., 2009. http://hdl.handle.net/10415/1973.

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Burrows, Mark Robert. "Landfill hydrogeology and the hydraulic properties of in situ landfilled material." Thesis, Royal Holloway, University of London, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.286066.

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Klein, Michael. "Hydraulic fracturing and shale gas extraction." Kansas State University, 2012. http://hdl.handle.net/2097/15160.

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Master of Science
Department of Chemical Engineering
James Edgar
In the past decade the technique of horizontal drilling and hydraulic fracturing has been improved so much that it has become a cost effective method to extract natural gas from shale formations deep below the earth’s surface. Natural gas extraction has boomed in the past few years in the United States, enough that it has driven prices to an all time low. The amount of natural gas reserves in the U.S. has led to claims that it can lead the country to energy independence. It has also been touted as a cleaner fuel for electricity generation and to power vehicles. This report explains hydraulic fracturing and horizontal drilling particularly with regards to utilizing the techniques for natural gas extraction from shale gas. It also discusses the environmental impact due to the drilling and gas extraction. It demonstrates that although the natural gas beneath the U.S. is a valuable resource, the impacts to the planet and mankind are not to be taken lightly. There is the potential for the effects to be long term and detrimental if measures are not taken now to control them. In addition although on the surface natural gas seems to be a greener fuel, particularly in comparison to gasoline, it is also considered worse for the environment.
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Books on the topic "Hydraulic management"

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Hydrosoft 2002 (2002 Montreal, Canada). Hydraulic information management. Southampton, UK: WIT Press, 2002.

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Hydraulic management in Manipur. [Imphal]: Centre for Manipur Studies, Manipur University and Akansha Pub. House, New Delhi, 2011.

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San Francisco Public Utilities Commssion. Program Management Bureau. BDPL hydraulic upgrade alternatives: Project management plan. San Francisco: Public Utilities Commission, 2003.

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Saul, A. J. Floods and Flood Management. Dordrecht: Springer Netherlands, 1992.

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Infinity Foundation (Princeton, N.J.), ed. Traditional water management practices of Uttarakhand. New Delhi: Published by Pentagon Press in association with Infinity Foundation, 2012.

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Cheremisinoff, Nicholas P. Hydraulic fracturing operations: Handbook of environmental management practices. Beverly, MA: Scrivener Publishing, 2015.

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Schwab, Glenn Orville. Soil and water management systems. 4th ed. New York: Wiley, 1996.

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Greimann, Lowell. REMR management systems--navigation structures condition rating procedures for tainter dam and lock gates. [Champaign, Ill.]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1995.

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Guardo, Mariano. An atlas of the Upper Kissimmee surface water management basins. [West Palm Beach, Fla.]: Water Resources Engineering Division, Dept. of Research and Evaluation, South Florida Water Management District, 1992.

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International Association for Hydraulic Research. Congress. Proceedings: Hydraulic engineering for sustainable water resources management at the turn of the millenium. [Graz]: Technische Universität Graz, Institute for Hydraulics and Hydrology, 1999.

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Book chapters on the topic "Hydraulic management"

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Gunnerson, Charles G., and Jonathan A. French. "Hydraulic Design." In Wastewater Management for Coastal Cities, 79–130. Berlin, Heidelberg: Springer Berlin Heidelberg, 1996. http://dx.doi.org/10.1007/978-3-642-79729-3_4.

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Musall, Mark, Peter Oberle, and Franz Nestmann. "Hydraulic Modelling." In Flood Risk Assessment and Management, 187–209. Dordrecht: Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-9917-4_9.

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Guo, James C. Y. "Hydraulic routing." In Urban Flood Mitigation and Stormwater Management, 537–60. Boca Raton, FL : CRC Press, [2017]: CRC Press, 2017. http://dx.doi.org/10.1201/b21972-19.

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Guo, James C. Y. "Street hydraulic capacity." In Urban Flood Mitigation and Stormwater Management, 241–64. Boca Raton, FL : CRC Press, [2017]: CRC Press, 2017. http://dx.doi.org/10.1201/b21972-9.

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Cordova, Carlos E. "Late Aztec Settlement, Hydraulic Management, and Environment." In The Lakes of the Basin of Mexico, 293–318. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12733-5_13.

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Ling, Chen, and Ren Zheng. "The Evaluation of Hydraulic Engineering Scheme Based on Choquet Fuzzy Integral." In Computational Risk Management, 445–51. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-18387-4_49.

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Loh, Hsue-Peng, and Nancy Loh. "Hydraulic Fracturing and Shale Gas: Environmental and Health Impacts." In Advances in Water Resources Management, 293–337. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-22924-9_4.

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Koelle, Edmundo. "Improving Hydraulic Efficiency in a Water Distribution System." In Drought Management Planning in Water Supply Systems, 89–102. Dordrecht: Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-017-1297-2_4.

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Zhang, Xueqing, and Hui Gao. "Developing an Optimization Model for Life-Cycle Hydraulic Facilities Management." In Advances in Water Resources and Hydraulic Engineering, 1573–78. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_273.

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Feitelson, E. "The Upcoming Challenge: Transboundary Management of the Hydraulic Cycle." In Environmental Challenges, 533–49. Dordrecht: Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-011-4369-1_42.

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Conference papers on the topic "Hydraulic management"

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Tipton, D. Steven. "Mid-Continent Water Management for Stimulation Operations." In SPE Hydraulic Fracturing Technology Conference. Society of Petroleum Engineers, 2014. http://dx.doi.org/10.2118/168593-ms.

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Vieten, K. W. "YF-23A HYDRAULIC MANAGEMENT SYSTEM." In Aerospace Technology Conference and Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1992. http://dx.doi.org/10.4271/922028.

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de Camargo, Arilde Sutil Gabriel, and Sandro Bernert. "HMS System -- Hydraulic Operation Management." In World Water and Environmental Resources Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40569(2001)131.

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Seli, Daniel, Ralph Claytor, and Larry Sivak. "Project Management—Pipeline Hydraulic Analysis." In Pipeline Engineering and Construction International Conference 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40690(2003)85.

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Van Batavia, Brian L. "Hydraulic Hybrid Vehicle Energy Management System." In Powertrains, Fuels and Lubricants Meeting. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2009. http://dx.doi.org/10.4271/2009-01-1772.

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Van Batavia, Brian L. "Hydraulic Hybrid Vehicle Energy Management System." In SAE 2009 Commercial Vehicle Engineering Congress & Exhibition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2009. http://dx.doi.org/10.4271/2009-01-2834.

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Yanmaz, A. Melih, and Vehbi Ozaydin. "An Approach to Optimum Hydraulic Design of Diversion Weirs." In Watershed Management and Operations Management Conferences 2000. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40499(2000)13.

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Le Calvez, Joel Herve, Mike Eric Craven, Richard Caton Klem, Jason David Baihly, Les A. Bennett, and Keith Brook. "Real-Time Microseismic Monitoring of Hydraulic Fracture Treatment: A Tool To Improve Completion and Reservoir Management." In SPE Hydraulic Fracturing Technology Conference. Society of Petroleum Engineers, 2007. http://dx.doi.org/10.2118/106159-ms.

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Diniz, V. E. M. G., P. A. Souza, and E. L. Junior. "Non-elastic matrix model for hydraulic networks calculation." In WATER RESOURCES MANAGEMENT IV. Southampton, UK: WIT Press, 2007. http://dx.doi.org/10.2495/wrm070121.

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Huova, Mikko, and Matti Linjama. "Control of Multi-Pressure Hydraulic Supply Line Using Digital Hydraulic Power Management System." In BATH/ASME 2022 Symposium on Fluid Power and Motion Control. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/fpmc2022-89366.

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Abstract Multi-pressure hydraulic supply line, i.e., hydraulic bus enables efficient use of energy in multi-actuator systems of off-road machinery. Number of constant pressure supply lines, each providing unique pressure level, are routed to every actuator in the machine. Significant amount of the power losses related to conventional load sensing systems are avoided by enabling energy recuperation and reduction of total throttling loss. Pressure control of such multi-pressure hydraulic supply line can be realized using hydraulic accumulators, which are charged using conventional pump and logic valves. However, more advanced features are available if Digital Hydraulic Power Management System DHPMS is utilized. The DHPMS is in essence, a digital pump/motor/transformer with multiple outlets. Controller design of DHPMS in hydraulic bus application is described in the paper and simulation results show the system’s ability to simultaneously control the supply line pressures and input power of the DHPMS. By controlling the input power, the prime mover such as Diesel engine can be driven in optimal operation point or it can be even downsized. If electric motor is used as prime mover, smaller and therefore less expensive motor can be used.
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Reports on the topic "Hydraulic management"

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Wallerstein, N., C. R. Thorne, and S. Abt. Debris Control at Hydraulic Structures, Contract Modification: Management of Woody Debris in Natural Channels and at Hydraulic Structures,. Fort Belvoir, VA: Defense Technical Information Center, November 1996. http://dx.doi.org/10.21236/ada324607.

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Vidic, Radisav. Sustainable Management of Flowback Water during Hydraulic Fracturing of Marcellus Shale for Natural Gas Production. Office of Scientific and Technical Information (OSTI), January 2015. http://dx.doi.org/10.2172/1183700.

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Cuesta, Rosa, Ignacio Fiz Fernández, and Eva Subías Pascual. Hydraulic and urban management during Roman times based on GIS and remote sensing analysis (Clunia, Spain). Edicions i Publicacions de la UdL, 2019. http://dx.doi.org/10.21001/rap.2019.29.4.

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Brown, Jasen, Robert Davinroy, Ivan Nguyen, Aron Rhoads, Nathan Lovelace, Emily Russ, and Jessamin Straub. Tombigbee River : River Miles 81.0-76.0 sediment management study. Engineer Research and Development Center (U.S.), April 2022. http://dx.doi.org/10.21079/11681/43942.

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The US Army Corps of Engineers, St. Louis District, Applied River Engineering Center (AREC), in cooperation with the Operations Branch of the Mobile District, conducted a sediment management study of the Sunflower Bend reach of the Tombigbee River, between River Miles 81.0 and 76.0, near Jackson, AL. The objective of the study was to look at sediment management alternatives to alleviate or eliminate repetitive maintenance dredging. These alternatives involved various river engineering measures including dikes, weirs, channel armoring, disposal armoring, and combinations thereof. A physical Hydraulic Sediment Response model was used to examine the sediment response resulting from these alternatives. During model testing, and after discussions with AREC and Mobile Operations Division staff, a second objective was established to define existing non-erodible bed materials that were located throughout the reach. This was conducted to examine the merits of strategically removing these erosion resistant materials in the river as an additional dredging/excavation alternative. The most favorable alternatives involved removing bedload sand and consolidated clay material from between River Miles 79.1 and 78.0 to improve navigation.
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Fertitta, David, Maxwell Agnew, and David Ramirez. Technical assessment of the Old, Mississippi, Atchafalaya, and Red (OMAR) Rivers : HEC-RAS model. Engineer Research and Development Center (U.S.), August 2022. http://dx.doi.org/10.21079/11681/45170.

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Upstream of the confluence of the Red River, Atchafalaya River, and ORCC Outflow Channel are vast low-lying flat areas on both sides of the Lower Red River. During times of high water on the Lower Red—whether from upstream water in the Red or from the ORCC Outflow Channel—enormous amounts of water flow over the natural riverbanks and flood this land. The loss of this water from the river into storage affects the operation of the ORCC, which in turn affects the stages and flows down the Atchafalaya and Mississippi Rivers. An improved understanding of this area and how water is stored during flood events is required to inform ORCC water management operations. Hydraulic analyses provide a basis to assess the changes in water levels, current directions and velocities, and flow rates for the assessment area. The hydraulic model HEC-RAS is used to expand on existing models of the area and to help overcome gaps in data. Understanding the processes of how water leaves the Red River channel, the volume and timing of the water moving into storage, and when the storage area begins to drain, will greatly inform the water managers and operators of the ORCC.
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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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Shani, Uri, Lynn Dudley, Alon Ben-Gal, Menachem Moshelion, and Yajun Wu. Root Conductance, Root-soil Interface Water Potential, Water and Ion Channel Function, and Tissue Expression Profile as Affected by Environmental Conditions. United States Department of Agriculture, October 2007. http://dx.doi.org/10.32747/2007.7592119.bard.

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Constraints on water resources and the environment necessitate more efficient use of water. The key to efficient management is an understanding of the physical and physiological processes occurring in the soil-root hydraulic continuum.While both soil and plant leaf water potentials are well understood, modeled and measured, the root-soil interface where actual uptake processes occur has not been sufficiently studied. The water potential at the root-soil interface (yᵣₒₒₜ), determined by environmental conditions and by soil and plant hydraulic properties, serves as a boundary value in soil and plant uptake equations. In this work, we propose to 1) refine and implement a method for measuring yᵣₒₒₜ; 2) measure yᵣₒₒₜ, water uptake and root hydraulic conductivity for wild type tomato and Arabidopsis under varied q, K⁺, Na⁺ and Cl⁻ levels in the root zone; 3) verify the role of MIPs and ion channels response to q, K⁺ and Na⁺ levels in Arabidopsis and tomato; 4) study the relationships between yᵣₒₒₜ and root hydraulic conductivity for various crops representing important botanical and agricultural species, under conditions of varying soil types, water contents and salinity; and 5) integrate the above to water uptake term(s) to be implemented in models. We have made significant progress toward establishing the efficacy of the emittensiometer and on the molecular biology studies. We have added an additional method for measuring ψᵣₒₒₜ. High-frequency water application through the water source while the plant emerges and becomes established encourages roots to develop towards and into the water source itself. The yᵣₒₒₜ and yₛₒᵢₗ values reflected wetting and drying processes in the rhizosphere and in the bulk soil. Thus, yᵣₒₒₜ can be manipulated by changing irrigation level and frequency. An important and surprising finding resulting from the current research is the obtained yᵣₒₒₜ value. The yᵣₒₒₜ measured using the three different methods: emittensiometer, micro-tensiometer and MRI imaging in both sunflower, tomato and corn plants fell in the same range and were higher by one to three orders of magnitude from the values of -600 to -15,000 cm suggested in the literature. We have added additional information on the regulation of aquaporins and transporters at the transcript and protein levels, particularly under stress. Our preliminary results show that overexpression of one aquaporin gene in tomato dramatically increases its transpiration level (unpublished results). Based on this information, we started screening mutants for other aquaporin genes. During the feasibility testing year, we identified homozygous mutants for eight aquaporin genes, including six mutants for five of the PIP2 genes. Including the homozygous mutants directly available at the ABRC seed stock center, we now have mutants for 11 of the 19 aquaporin genes of interest. Currently, we are screening mutants for other aquaporin genes and ion transporter genes. Understanding plant water uptake under stress is essential for the further advancement of molecular plant stress tolerance work as well as for efficient use of water in agriculture. Virtually all of Israel’s agriculture and about 40% of US agriculture is made possible by irrigation. Both countries face increasing risk of water shortages as urban requirements grow. Both countries will have to find methods of protecting the soil resource while conserving water resources—goals that appear to be in direct conflict. The climate-plant-soil-water system is nonlinear with many feedback mechanisms. Conceptual plant uptake and growth models and mechanism-based computer-simulation models will be valuable tools in developing irrigation regimes and methods that maximize the efficiency of agricultural water. This proposal will contribute to the development of these models by providing critical information on water extraction by the plant that will result in improved predictions of both water requirements and crop yields. Plant water use and plant response to environmental conditions cannot possibly be understood by using the tools and language of a single scientific discipline. This proposal links the disciplines of soil physics and soil physical chemistry with plant physiology and molecular biology in order to correctly treat and understand the soil-plant interface in terms of integrated comprehension. Results from the project will contribute to a mechanistic understanding of the SPAC and will inspire continued multidisciplinary research.
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Schlossnagle, Trevor H., Janae Wallace,, and Nathan Payne. Analysis of Septic-Tank Density for Four Communities in Iron County, Utah - Newcastle, Kanarraville, Summit, and Paragonah. Utah Geological Survey, December 2022. http://dx.doi.org/10.34191/ri-284.

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Iron County is a semi-rural area in southwestern Utah that is experiencing an increase in residential development. Although much of the development is on community sewer systems, many subdivisions use septic tank soil-absorption systems for wastewater disposal. Many of these septic-tank systems overlie the basin-fill deposits that compose the principal aquifer for the area. The purpose of our study is to provide tools for waterresource management and land-use planning. In this study we (1) characterize the water quality of four areas in Iron County (Newcastle, Kanarraville, Summit, and Paragonah) with emphasis on nutrients, and (2) provide a mass-balance analysis based on numbers of septic-tank systems, groundwater flow available for mixing, and baseline nitrate concentrations, and thereby recommend appropriate septic-system density requirements to limit water-quality degradation. We collected 57 groundwater samples and three surface water samples across the four study areas to establish baseline nitrate concentrations. The baseline nitrate concentrations for Newcastle, Kanarraville, Summit, and Paragonah are 1.51 mg/L, 1.42 mg/L, 2.2 mg/L, and 1.76 mg/L, respectively. We employed a mass-balance approach to determine septic-tank densities using existing septic systems and baseline nitrate concentrations for each region. Nitrogen in the form of nitrate is one of the principal indicators of pollution from septic tank soil-absorption systems. To provide recommended septic-system densities, we used a mass-balance approach in which the nitrogen mass from projected additional septic tanks is added to the current nitrogen mass and then diluted with groundwater flow available for mixing plus the water added by the septic-tank systems themselves. We used an allowable degradation of 1 mg/L with respect to nitrate. Groundwater flow volume available for mixing was calculated from existing hydrogeologic data. We used data from aquifer tests compiled from drinking water source protection documents to derive hydraulic conductivity from reported transmissivities. Potentiometric surface maps from existing publications and datasets were used to determine groundwater flow directions and hydraulic gradients. Our results using the mass balance approach indicate that the most appropriate recommended maximum septic-tank densities in Newcastle, Kanarraville, Summit, and Paragonah are 23 acres per system, 7 acres per system, 5 acres per system, and 11 acres per system, respectively. These recommendations are based on hydrogeologic parameters used to estimate groundwater flow volume. Public valley-wide sewer systems may be a better alternative to septic-tank systems where feasible.
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Tuller, Markus, Asher Bar-Tal, Hadar Heller, and Michal Amichai. Optimization of advanced greenhouse substrates based on physicochemical characterization, numerical simulations, and tomato growth experiments. United States Department of Agriculture, January 2014. http://dx.doi.org/10.32747/2014.7600009.bard.

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Over the last decade there has been a dramatic shift in global agricultural practice. The increase in human population, especially in underdeveloped arid and semiarid regions of the world, poses unprecedented challenges to production of an adequate and economically feasible food supply to undernourished populations. Furthermore, the increased living standard in many industrial countries has created a strong demand for high-quality, out-of-season vegetables and fruits as well as for ornamentals such as cut and potted flowers and bedding plants. As a response to these imminent challenges and demands and because of a ban on methyl bromide fumigation of horticultural field soils, soilless greenhouse production systems are regaining increased worldwide attention. Though there is considerable recent empirical and theoretical research devoted to specific issues related to control and management of soilless culture production systems, a comprehensive approach that quantitatively considers all relevant physicochemical processes within the growth substrates is lacking. Moreover, it is common practice to treat soilless growth systems as static, ignoring dynamic changes of important physicochemical and hydraulic properties due to root and microbial growth that require adaptation of management practices throughout the growth period. To overcome these shortcomings, the objectives of this project were to apply thorough physicochemical characterization of commonly used greenhouse substrates in conjunction with state-of-the-art numerical modeling (HYDRUS-3D, PARSWMS) to not only optimize management practices (i.e., irrigation frequency and rates, fertigation, container size and geometry, etc.), but to also “engineer” optimal substrates by mixing organic (e.g., coconut coir) and inorganic (e.g., perlite, pumice, etc.) base substrates and modifying relevant parameters such as the particle (aggregate) size distribution. To evaluate the proposed approach under commercial production conditions, characterization and modeling efforts were accompanied by greenhouse experiments with tomatoes. The project not only yielded novel insights regarding favorable physicochemical properties of advanced greenhouse substrates, but also provided critically needed tools for control and management of containerized soilless production systems to provide a stress-free rhizosphere environment for optimal yields, while conserving valuable production resources. Numerical modeling results provided a more scientifically sound basis for the design of commercial greenhouse production trials and selection of adequate plant-specific substrates, thereby alleviating the risk of costly mistrials.
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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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