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Bibliografias temáticas / Water replacement

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Literatura científica selecionada sobre o tema "Water replacement"

Autor: Grafiati

Publicado: 4 de junho de 2021

Última modificação: 11 de fevereiro de 2022

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Artigos de revistas sobre o assunto "Water replacement"

1

Kadhim, Mohammed J., Raeid K. Mohammed Jawad e Hamza M. Kamal. "Study the Effects of Reactive Materials Replacement on Some Properties of Cement Mortar". Science Journal of University of Zakho 6, n.º 4 (30 de dezembro de 2018): 183–90. http://dx.doi.org/10.25271/sjuoz.2018.6.4.543.

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This study involves natural--materials replacement and its reaction with cement mortar behavior for many mortar samples under variable curing time with constant water to cement ratio (W/C = 0.5).In this researchsomeproperties such as (compressive strength the surface hardness and water absorption test), were affected by adding small ratios ofpowder (from (RHA) and (BRP) particles)as replacements to the Ordinary Portland Cement (OPC) / type (I). The percentages of natural materials additives replacement on the mixture of mortar include (0, 5, 10, 15 and 20%) with constant (W/C) ratio. Also the amount of the fine aggregate used was three times the amount of cement. The results showed that, the compressive strength and splitting tensile strength and water absorption of the mortars for (replacement) gives better properties than mortar without replacement in all tests. Best enhancements in properties for mortars with pozzalanic replacements were achieved at (15%) for (RHA) and 10% for (RBP) replacement from weight of cement.

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2

Amuji, Harrison O., Chukwudi J. Ogbonna, Geoffrey U. Ugwuanyim, Hycinth C. Iwu e Okechukwu B. Nwanyibuife. "Optimal Water Pipe Replacement Policy". Open Journal of Optimization 07, n.º 02 (2018): 41–49. http://dx.doi.org/10.4236/ojop.2018.72002.

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Walski, Thomas M. "Replacement Rules for Water Mains". Journal - American Water Works Association 79, n.º 11 (novembro de 1987): 33–37. http://dx.doi.org/10.1002/j.1551-8833.1987.tb02938.x.

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4

Male, James W., Thomas M. Walski e Adam H. Slutsky. "Analyzing Water Main Replacement Policies". Journal of Water Resources Planning and Management 116, n.º 3 (maio de 1990): 362–74. http://dx.doi.org/10.1061/(asce)0733-9496(1990)116:3(362).

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5

Kłos, Lidia. "Do tap water may become safe bottled water replacement?" Studia i Prace WNEiZ 47 (2017): 77–87. http://dx.doi.org/10.18276/sip.2017.47/2-07.

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6

Bloetscher, Frederick. "Water Service Line Repair Versus Replacement". Journal - American Water Works Association 111, n.º 5 (maio de 2019): 66–71. http://dx.doi.org/10.1002/awwa.1294.

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7

Son, Dong-Wan, Dong-Hong Kim, Doo-Jin Lee e Kwan-Sue Jung. "Development of replacement priority by analysis of effect of water meter replacement". Journal of Korean Society of Water and Wastewater 28, n.º 5 (15 de outubro de 2014): 509–16. http://dx.doi.org/10.11001/jksww.2014.28.5.509.

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8

Yuan, Q. S., e J. C. Blaise. "Water — a working fluid for CFC replacement". International Journal of Refrigeration 11, n.º 4 (julho de 1988): 243–47. http://dx.doi.org/10.1016/0140-7007(88)90081-3.

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Marquezi, Marcelo Luis, e Antonio Herbert Lancha Junior. "Water replacement strategies: review and practical applications". Revista Paulista de Educação Física 12, n.º 2 (20 de dezembro de 1998): 219. http://dx.doi.org/10.11606/issn.2594-5904.rpef.1998.139563.

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Grande atenção tem-se dado às estratégias de reidratação durante e após a atividade física, como forma de manter os líquidos corporais. Quando discutimos a necessidade de repor as perdas hídricas associadas à atividade física, buscamos, em última análise, formas de prolongar ou manter pelo maior tempo possível o rendimento do indivíduo. Alterações das funções fisiológicas conseqüentes das perdas hídricas comprometem o desempenho, tomando-se assim fatores determinantes de fadiga. Este artigo de revisão discute a necessidade de repor as perdas hídricas associadas à atividade física, apresentando algumas * estratégias presentes na literatura. Alguns artigos consideram a reposição hídrica, em conjunto com a oferta de nutrientes e eletrólitos, como um importante recurso ergogênico, já que a depleção de substratos energéticos (glicogênio muscular e hepático), o acúmulo de metabólitos (lactato e ions H4) e o prejuízo dos processos de termorregulação estão intimamente ligados à diminuição do desempenho. Assim, além da oferta de água, as estratégias discutidas nesta revisão procuram também avaliar a disponibilidade de carboidratos e eletrólitos, quer como agentes facilitadores da própria reposição hídrica ou como fonte exógena de substratos

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Waris, Muhammad Bilal, Hussain Najwani, Khalifa Al-Jabri e Abdullah Al-Saidy. "Use of Recycled Tyre Rubber in Non-structural Concrete". MATEC Web of Conferences 203 (2018): 06001. http://dx.doi.org/10.1051/matecconf/201820306001.

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To manage tyre waste and conserve natural aggregate resource, this research investigates the use of waste tyre rubber as partial replacement of fine aggregates in non-structural concrete. The research used Taguchi method to study the influence of mix proportion, water-to-cement ratio and tyre rubber replacement percentage on concrete. Nine mixes were prepared with mix proportion of 1:2:4, 1:5:4 and 1:2.5:3; water-to-cement ratio of 0.25, 0.35 and 0.40 and rubber to fine aggregate replacement of 20%, 30% and 40%. Compressive strength and water absorption tests were carried out on 100 mm cubes. Compressive strength was directly proportional to the amount of coarse aggregate in the mix. Water-to-cement ratio increased the strength within the range used in the study. Strength was found to be more sensitive to the overall rubber content than the replacement ratio. Seven out of the nine mixes satisfied the minimum strength requirement for concrete blocks set by ASTM. Water absorption and density for all mixes satisfied the limits applicable for concrete blocks. The study indicates that mix proportions with fine to coarse aggregate ratio of less than 1.0 and w/c ratio around 0.40 can be used with tyre rubber replacements of up to 30 % to satisfy requirements for non-structural concrete.

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Teses / dissertações sobre o assunto "Water replacement"

1

Engelhardt, Mark. "Development of a strategy for the optimum replacement of water mains /". Title page, contents and abstract only, 1999. http://web4.library.adelaide.edu.au/theses/09PH/09phe574.pdf.

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2

Larson, Hans Christian. "Replacement Rates of Initially Hydrocarbon-Filled Microscopic Cavities with Water". BYU ScholarsArchive, 2019. https://scholarsarchive.byu.edu/etd/7496.

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Wetting behaviors influence many aspects of life and industry from consumer product goods to oil recovery to cosmetics. While the traditional solid-liquid-vapor (SLV) system has been studied for many years now, wetting transitions in the solid-liquid-liquid (SLL) system has remained relatively unexplored. The purpose of this work is to bring light to the wetting transition of the solid-liquid-liquid system and to understand the replacement rates of initially hydrocarbon-filled microscopic cavities with water and the factors affecting these rates. Factors studied were viscosity, density, diffusion related properties, and surface related properties in both hydrocarbon-saturated and hydrocarbon-non-saturated conditions. Cylindrical microscopic cavities were etched in a silicon wafer, filled with various organic solvents dyed with fluorophores, then submerged in water. Through fluorescence microscopy techniques, the transition or replacement rates of the initially hydrocarbon-filled cavities with water in both hydrocarbon-saturated and hydrocarbon-absent water conditions are observed. Among the factors we investigated, namely viscosity, density, surface chemistry, and diffusive flux (composed of solubility and diffusivity), diffuse flux dominated replacement rates in hydrocarbon-absent water conditions. By using hydrocarbon-saturated water, diffusive flux was minimized, allowing for deeper investigation of other factors. In the hydrocarbon-saturated scenario, replacement rates are largely affected by initial fluid motion, specific cavity geometry, and cavity penetration mechanisms. Image analysis reveals the geometry of the oils in the cavities and shows how the transition from hydrocarbon-fully-filled to hydrocarbon-partially-filled states occurs in the SLL system.

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3

Park, Suwan. "An Optimal Pipe Replacement Scheduling Model for Water Distribution Systems". Diss., Virginia Tech, 2000. http://hdl.handle.net/10919/26171.

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While the idea of critical break rate of water distribution pipeline (defined as the break rate after which it is no longer economical to continuously repair) has been accepted in the literature and among the practicing engineers, the formula to obtain the critical break rate has remained elusive. In this dissertation, an equation for identifying the threshold break rate of a pipe is developed. The threshold break rate equation gives a rule of thumb for pipe replacement decision. Input parameters to obtain the threshold break rate of a pipe are repair and replacement costs, interest rate, and the length of the pipe. In addition, a methodology that enables the use of threshold break rate with the failure intensity and hazard functions is developed. The methodology is drawn by considering the relationships of the definitions of the threshold break rate with intensity and hazard functions in the context of a repairable system's failure process modeling. As a result, the newly developed threshold break rate equation can be coupled with any appropriate intensity and hazard function to obtain economically optimal replacement time of a pipe. Also, practical usage of the threshold break rate is demonstrated with a number of numerical examples. Design aids in the form of charts and tables are provided. The threshold break rate can be easily obtained either graphically or with the aid of the tables. The methodology that links the threshold break rate and failure rate (intensity and hazard) functions is extended to accommodate stress multiplying environmental factors in the form of the proportional intensity and hazards model. The two models consist of an age dependent failure rate function and a covariate structure. They are applied to a case study area pipe system to obtain optimal replacement times for individual pipes in the system. As a result, important hazard characteristics of water distribution pipes are drawn, and implications on the optimal replacement analysis are discussed. A pipe break prediction model is also developed in this research. The model spans the space between the linear and exponential break trends. The model is applied to the case study area pipe system with various cost options. The results from this analysis are discussed in terms of practical implementation of the replacement strategies.
Ph. D.

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4

Shields, Devan J. "Revenue Recovery Through Meter Replacement". DigitalCommons@USU, 2011. https://digitalcommons.usu.edu/etd/1111.

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Previous studies have identified water meter inaccuracy at low flow rates as a significant source of non-revenue flow for water systems; however a lack of available data makes it difficult to include low flow accuracy degradation in meter replacement plans. This thesis examines results from an extensive accuracy test program carried out at the Utah Water Research Laboratory on small water meters over a wide range of flow rates and at various levels of throughput. The study compares expected apparent losses of different types of water meters based on a flow profile and expected daily use for the State of California. By including an average composite charging rate, use of the method developed in this study can determine the meter replacement payback period for different meter types. The analysis contained in this document is intended as a guide to assist utility managers when developing meter replacement plans.

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5

Kabir, Golam. "Planning repair and replacement program for water mains : a Bayesian framework". Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/57568.

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Aging water infrastructure is a major concern for water utilities throughout the world. It is challenging to develop an extensive water mains renewal program and predict the performance of the water mains. Uncertainties become an integral part of the repair and replacement (R&R) action program due to incomplete and partial information, integration of data/information from different sources, and the involvement of expert judgment for the data interpretation and so on. Moreover, the uncertainties differ because of the amount and quality of data available for developing or implementing R&R action program varies among utilities. In this research, a Bayesian framework is developed for the R&R action program of water mains considering these uncertainties. At the beginning of the research, state-of-the-art critical review of existing regression-based, survival analysis and heuristic based failure models and life cycle cost (LCC) studies in the field of water main are performed. To identify the influential covariates and to predict the failure rates of water mains considering model uncertainties with limited failure information, Bayesian model averaging and Bayesian regression based model are developed. In these models, decision maker’s degree of optimism and credibility are integrated using ordered weighted averaging operator. A robust Bayesian updating based framework is proposed to update the performance of water main failure model for medium to large-sized utilities with adequate failure information. A LCC framework is prepared for water main of small to medium-sized utilities. Finally, a Bayesian belief network (BBN) based water main failure risk framework is developed for small to medium sized utilities with no or limited failure information. The integration of the proposed robust Bayesian models with the geographic information system (GIS) of the water utilities will provide information both at operation level and network level. The proposed tool will help the utility engineers and managers to predict the suitable new installation and rehabilitation programs as well as their corresponding costs for effective and proactive decision-making and thereby avoiding any unexpected and unpleasant surprises.
Applied Science, Faculty of
Engineering, School of (Okanagan)
Graduate

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6

Smith, Ernest Price. "An optimal replacement-design model for a reliable water distribution network system". Diss., Virginia Tech, 1994. http://hdl.handle.net/10919/37455.

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7

Ljunggren, Stefan, e Robert G. Hahn. "Oral nutrition or water loading before hip replacement surgery; a randomized clinical trial". Linköpings universitet, Anestesiologi med intensivvård, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-84540.

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Background Surgery induces insulin resistance that might be alleviated by a nutritional drink given preoperatively. The authors hypothesized that some of the beneficial effects of the drink could be attributed to the volume component (approximately 1 L) rather than to the nutrients. Methods Sixty patients scheduled for elective total hip replacement under spinal anesthesia were recruited to a clinical trial, and randomly allocated to preoperative fasting, to oral ingestion of tap water, or to oral ingestion of a carbohydrate drink. An intravenous glucose tolerance test calculated glucose clearance and insulin sensitivity on the day before surgery, in the postoperative ward, and on the day after surgery. Other parameters were stress (cortisol in plasma and urine), muscle catabolism (urinary 3-methylhistidine), and wellbeing. Results Fifty-seven patients completed the study. In the postoperative ward, the glucose clearance and the insulin response had decreased from the previous day by 23% and 36%, respectively. Insulin sensitivity did not decrease until the next morning (−48%) and was due to an increased insulin response (+51%). Cortisol excretion was highest on the day of surgery, while 3-methylhistidine increased 1 day later. Follow-up on the third postoperative day showed an average of 1.5 complications per patient. Wellbeing was better 2 weeks after than before the surgery. None of the measured parameters differed significantly between the study groups. Conclusions Preoperative ingestion of tap water or a nutritional drink had no statistically significant effect on glucose clearance, insulin sensitivity, postoperative complications, or wellbeing in patients undergoing elective hip surgery.

Funding Agencies|Olle Engkvist Byggmastare Foundation||Stockholm County Council|2009-0433|

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8

Devera, Jan C. "RISK ASSESSMENT MODEL FOR PIPE REHABILITATION AND REPLACEMENT IN A WATER DISTRIBUTION SYSTEM". DigitalCommons@CalPoly, 2013. https://digitalcommons.calpoly.edu/theses/1035.

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The efficient delivery of potable water for a community through its distribution system has historically been the backbone of nearly all metropolitan developments. Much of these systems are comprised of pipe networks made of various materials including concrete, iron, PVC, and even steel. As these communities expand and urbanize, water demand and population density simultaneously increase. This develops higher strains and stresses in the community‟s water distribution network causing pipes to corrode, crack, or rupture prematurely while in service. As a result, the deterioration of water distribution systems in growing cities is increasingly becoming a major concern for our nation. There have been several publications on the subject of evaluating pipe conditions within a water distribution network that use statistical models, estimation, and other mathematical analyses. However, many of these publications are cumbersome and are difficult to understand from a non-engineering perspective. In order to simplify the evaluation process for all varying professions in a city‟s public works division, the primary objective of this study was to develop a user-friendly risk assessment model that was practical, cost effective, and easy to follow. This risk assessment model focuses primarily on the physical condition of pipes in a water distribution system. It assesses the installation year, age, material, and break history of these water mains. It does not consider pipe fittings, pumps, or other network components. A pipe‟s probability of failure is determined from its physical condition. Page v The model then considers various economic degrees of impact that may affect the rehabilitation or replacement of these water mains. These degrees of impact include raw material costs, customer criticality, land use, demand, pipe material, and traffic impact. By focusing on pipes having the highest probability of failure and considering their economic impacts, this model identifies and prioritizes the most vulnerable water mains that require immediate attention. In order to validate this developed risk assessment model, the method was applied to a real water distribution system. Data from the City of Arroyo Grande, California was used in conjunction with WaterCAD and geographic information systems (ArcGIS) software during analysis. Application of the risk assessment model identified six cast iron pipes in Arroyo Grande‟s water distribution system as having a high risk of failure. Of the city‟s 3,057 individual pipe segments, recognizing only five of these pipes as high risk indicated that the assessment model was functional. Developing and testing this risk assessment model with real city data effectively demonstrated its practicality and easy application to a real water distribution system. If utilized, city officials can quickly identify and prioritize pipes needing rehabilitation or replacement by using reliable, up-to-date water distribution data from their city with this risk assessment model. Furthermore, use of this model may also simplify allocation of capital funds for future pipe improvement projects as the city continues its urbanization.

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9

Ortt, Derek. "Effects of Environmental Water Vapor on Tropical Cyclone Structure and Intensity". Scholarly Repository, 2007. http://scholarlyrepository.miami.edu/oa_theses/90.

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The tropical cyclone (TC) and environmental interaction is not fully understood. Previous studies have demonstrated that this interaction affects intensity change. The studies found that intensification is favored in low shear, moist environments, with high sea surface temperatures (SST). However, little precise quantification was provided, especially in terms of the impact of environmental water vapor on TC intensity change. This work addresses the TC interaction with the environmental water vapor. Results from a comprehensive statistical study show that TC intensification is more likely to occur in an anomalously moist environment than a dry environment. However, only a small amount of the total variance is explained. When assessing the effect of vertical wind shear along with environmental water vapor, more of the variance is explained. Water vapor not only affects TC intensity. Prior modeling studies have demonstrated impacts from environmental water vapor on TC structure. These impacts can also affect intensity change. Specifically, enhanced water vapor content within the TC enhances the rainbands, which can lead to an eyewall replacement cycle, causing a temporary weakening, followed by re-intensification. This thesis evaluates observational and high resolution MM5 model output from Hurricanes Katrina and Rita from the Hurricane Rainband and Intensity Experiment (RAINEX) to evaluate the effects of varying water vapor distributions on TC structure. While the two hurricanes were of similar intensity, they had different water vapor distributions and structures. Rita underwent an eyewall replacement cycle while under RAINEX surveillance while Katrina did not. Rita was also located within a dry environment and had a strong horizontal moisture gradient, while Katrina was in a moist environment and had a weak moisture gradient. Results suggest that a strong horizontal water vapor gradient, with a moist TC and dry outer environment may confine the hurricanes into a pattern that causes them to have high circularity, promoting the formation of a secondary eyewall. The dry outer environment had strong atmospheric stability and was less favorable for deep convection far from the center in the Rita case. The moist environment in the Katrina case was more unstable. This may have allowed for the rainbands to be farther from the center in a less circular pattern than Rita. The results presented in this thesis suggest that this pattern is less favorable for an eyewall replacement cycle.

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10

Agbenowosi, Newland Komla. "A Mechanistic Analysis Based Decision Support System for Scheduling Optimal Pipeline Replacement". Diss., Virginia Tech, 2000. http://hdl.handle.net/10919/29796.

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Failure of pipes in water distribution systems is a common occurrence especially in large cities. The failure of a pipe results in: loss of water; property damage; interruption of service; decreased system performance; and the financial cost of restoring the failed pipe. The cost of replacement and rehabilitation in the United States is estimated at 23 plus billion dollars. It is virtually impossible to replace all vulnerable pipes at the same time. As a result, there is a need for methods that can help in progressive system rehabilitation and replacement subject to budgetary constraints. If delaying is considered a good strategy due to the time value of money then, the timing of preventive maintenance becomes a crucial element for system maintenance and operation. The central under pinning element in the decision process for scheduling preventive maintenance is the deteriorating nature of a pipe under a given surrounding. By planning to replace pipes before they fail, proper planning can be put in place for securing of finances and labor force needed to rehabilitate the pipes. With this approach, service interruptions are minimized as the loss of service time is limited to the time used in replacing the pipe. In this research, a mechanistic model for assessing the stage of deterioration of an underground pipe is developed. The developed model consists of three sub-models namely, the Pipe Load Model (PLM), the Pipe Deterioration Model (PDM), and the Pipe Break Model (PBM). The PLM simulates the loads and stresses exerted on a buried water main. These loads include the earth load, traffic load, internal pressure, expansive soil loads, thermal, and frost loads. The PDM simulates the deterioration of the pipe due to corrosion resulting from the physical characteristics of the pipe environment. The pipe deterioration effect is modeled in two stages. First, the thinning of the pipe wall is modeled using a corrosion model. Second, the localized pit growth is used to determine the residual strength of the pipe based on the fracture toughness and the initial design strength of the pipe. The PBM assesses the vulnerability of a pipe at any time in terms of a critical safety factor. The safety factor is defined as the ratio of residual strength to applied stress. For a conservative estimate the multiplier effect due to thermal and frost loads are considered. For a chosen analysis period, say 50 years, the pipes with safety factors less than the critical safety factor are selected and ordered by their rank. Aided by the prioritized list of failure prone pipes, utilities can organize a replacement schedule that minimizes cost over time. Additionally a physically based regression model for determining the optimal replacement time of pipe is also presented. A methodology for assessing the consequences of accelerated and delayed replacement is also provided. The methodologies developed in this dissertation will enable utilities to formulate future budgetary needs compatible with the intended level of service. An application of the model and results are included in the dissertation.
Ph. D.

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Mais fontes

Livros sobre o assunto "Water replacement"

1

Clark, Robert Maurice. Water main evaluation for rehabilitation/replacement. Cincinnati, OH: United States Environmental Protection Agency, Water Engineering Research Laboratory, 1987.

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2

Talton, Edward H. Phase 1, replacement of potable quality water for landscape irrigation: Final report. [Palatka, Fla.]: St. Johns River Water Management District, 1996.

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3

United States. Department of the Interior. Upalco Unit Replacement Project: Draft environmental impact statement. Orem, Utah: Central Utah Water Conservancy District, 1996.

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4

Kawaguchi, Yuki. Calaveras Dam replacement project: Draft environmental impact report. San Francisco, CA: Planning Dept., 2009.

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5

Agency, International Atomic Energy. Heavy component replacement in nuclear power plants: Experience and guidelines. Vienna: International Atomic Energy Agency, 2008.

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6

(Utah), Central Utah Water Conservancy District. Final environmental impact statement on the Wasatch County Water Efficiency Project and Daniel Replacement Project. Orem, Utah: The District, 1996.

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San Francisco (Calif.). Office of the Controller. City Services Auditor Division. Public Utilities Commission: Contract compliance analysis of La Grande Tank replacement project. San Francisco: Office of the Controller, 2008.

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8

Interior, United States Dept of the. Draft environmental impact statements: Wasatch County Water Efficiency Project and Daniel Replacement Project; Provo River Restoration Project. Orem, Utah: The District, 1996.

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9

Solutions, Scottish Water. Scottish Water Solutions: Nairn to Clunas replacement water main : archaeological desk-based assessment ans walk over survey vol 2 revised route : 10th March 2005. Edinburgh: the author, 2005.

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10

Thomas, Carole L. Rainfall, evapotranspiration, total soil-water potential, and soil-water content at a sagebrush site and a replacement-vegetation site near Fort Defiance, Arizona, 1989-91. Albuquerque, N.M: U.S. Geological Survey, 1994.

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Capítulos de livros sobre o assunto "Water replacement"

1

Killmier, A. N. "Asset Replacement Planning". In Urban Water Infrastructure, 83–90. Dordrecht: Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-0559-7_9.

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2

Crowe, John H., James S. Clegg e Lois M. Crowe. "Anhydrobiosis: the water replacement hypothesis". In The Properties of Water in Foods ISOPOW 6, 440–55. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-1-4613-0311-4_20.

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3

Putnis, Andrew. "3. Mineral Replacement Reactions". In Thermodynamics and Kinetics of Water-Rock Interaction, editado por Eric H. Oelkers e Jacques Schott, 87–124. Berlin, Boston: De Gruyter, 2009. http://dx.doi.org/10.1515/9781501508462-005.

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Assadi, Farahnak, e Fatemeh Ghane Sharbaf. "Water and Solute Movements: Basic Physiology". In Pediatric Continuous Renal Replacement Therapy, 35–40. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-26202-4_2.

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5

Choi, Jae-Soon, Yung-Ho Jo, Won-Woo Choi, Seong-Keun Park, Kyong-Sik Om, Jong-Jin Lee, Yong-Soon Won, Won-Gon Kim e Byoung-Goo Min. "Automatic Regulation of Output of an Electrohydraulic Left Ventricular Assist Device Using the Polymer Bellows Water Pressure and Motor Current". In Heart Replacement, 459–63. Tokyo: Springer Japan, 1998. http://dx.doi.org/10.1007/978-4-431-65921-1_72.

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6

Canaud, Bernard J. M., e Charles M. Mion. "Water Treatment for Contemporary Hemodialysis". In Replacement of Renal Function by Dialysis, 231–55. Dordrecht: Springer Netherlands, 1996. http://dx.doi.org/10.1007/978-0-585-36947-1_8.

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Cappelli, Gianni, e Paola Inguaggiato. "Water treatment for contemporary hemodialysis". In Replacement of Renal Function by Dialysis, 491–503. Dordrecht: Springer Netherlands, 2004. http://dx.doi.org/10.1007/978-1-4020-2275-3_17.

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Keshaviah, Prakash R. "Pretreatment and Preparation of City Water for Hemodialysis". In Replacement of Renal Function by Dialysis, 189–98. Dordrecht: Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-1087-4_7.

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9

Beyeler, Claire. "Water Supply Institutions and Financing, Renovation and Replacement: — A Challenge for French Urban Water Services?" In Urban Water Infrastructure, 247–54. Dordrecht: Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-0559-7_23.

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10

Deb, Arun. "Innovative Methodologies and Technologies for Water Main Rehabilitation and Replacement Program Development". In Advances in Water and Wastewater Treatment, 440–55. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/9780784407417.ch24.

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Trabalhos de conferências sobre o assunto "Water replacement"

1

Farooqi, Owais E., e G. V. Loganathan. "Criteria for Plumbing System Replacement". In World Environmental and Water Resources Congress 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40927(243)531.

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2

Agbenowosi, N., G. V. Loganathan, A. K. Deb, F. Grablutz, Y. Hasit e J. Snyder. "Methods of Analysis for Pipeline Replacement". In World Water and Environmental Resources Congress 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40685(2003)118.

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3

Berardi, L., A. Colombo e O. Giustolisi. "Optimal Pipe Replacement Accounting for Leakage Reduction and Isolation Valves". In Water Distribution Systems Analysis 2008. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41024(340)54.

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4

Carr, Robert W., e James J. Lynch. "Combined Sewer Replacement Project Village of Shorewood, WI". In 29th Annual Water Resources Planning and Management Conference. Reston, VA: American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/40430(1999)85.

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5

Huo, Jinsheng, Chris Cox, William Seaver, Bruce Robinson e Yan Jiang. "Innovative Missing Data Replacement Methods Using Time Series Models". In World Environmental and Water Resources Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40976(316)670.

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6

Loganathan, G. V., S. Park, N. Agbenowosi e H. D. Sherali. "A Threshold Break Rate for Scheduling Optimal Pipeline Replacement". In World Water and Environmental Resources Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40569(2001)407.

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7

Gardels, Derek, Nathan Casey, Dan Klopfer, Dave Spencer e Mark Duben. "Asset Renewal Forecasting for Water Main Replacement Program". In Pipelines 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481653.003.

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8

Davies, Grant E., Clifford L. Green, Louis T. Barry e Robert J. Tina. "Fluidized Bed Incinerator Replacement at Lynn Regional Wastewater Treatment Facility". In World Water and Environmental Resources Congress 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40737(2004)334.

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9

SANTOS, REGINA, LUÍS SANCHES FERNANDES, FERNANDO PACHECO, MARIZA MONTEIRO e JOAQUIM JESUS. "RIVER RESTORATION FOR THE REPLACEMENT OF LOST SPAWNING GROUNDS DUE TO DAM CONSTRUCTION". In SUSTAINABLE WATER RESOURCES MANAGEMENT 2021. Southampton UK: WIT Press, 2021. http://dx.doi.org/10.2495/wrm210041.

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10

Kim, Jungwook, Youngjoo Choi e Hung Soo Kim. "Function Evaluation and Management Plan of Replacement Wetlands in the Rivers". In World Environmental and Water Resources Congress 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480632.013.

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Relatórios de organizações sobre o assunto "Water replacement"

1

Basial, Kim, Tony Jaegel, Karin Lilienbecker, Ed McCarthy, Christine Roberts e Mike Urkov. Environmental Assessment for the Replacement of Water Reservoirs. Fort Belvoir, VA: Defense Technical Information Center, março de 2005. http://dx.doi.org/10.21236/ada630476.

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2

Simmons, F. M. Recommendation for sanitary waste water system replacement, 222-S. Office of Scientific and Technical Information (OSTI), novembro de 1994. http://dx.doi.org/10.2172/10104997.

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3

Holland, Robert. Storm Water Pollution Prevention Plan for C902 Data Center Replacement Facility. Office of Scientific and Technical Information (OSTI), abril de 2019. http://dx.doi.org/10.2172/1762347.

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4

Ennis, Sara. Effects of Tide Gate Replacement on Water Temperature ina Freshwater Slough in the Columbia River Estuary. Portland State University, janeiro de 2009. http://dx.doi.org/10.15760/mem.26.

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5

Dunham, C., J. D. Lutz e S. J. Pickle. Promoting plumbing fixture and fitting replacement: Recommendations and review for state and local water resource authorities. Office of Scientific and Technical Information (OSTI), junho de 1995. http://dx.doi.org/10.2172/212731.

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N. Environmental Assessment for the Strategic Petroleum Reserve West Hackberry Facility Raw Water Intake Pipeline Replacement Cameron and Calcasieu Parishes, Louisiana. Office of Scientific and Technical Information (OSTI), agosto de 2004. http://dx.doi.org/10.2172/832847.

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Dohrmann, Donald R., e G. A. Wikler. Market Study of Commercial Appliances: Volume 2, Replacement Market for Heating, Ventilation and Air Conditioning and Water Heating Equipment: Final Report. Office of Scientific and Technical Information (OSTI), março de 1989. http://dx.doi.org/10.2172/6111786.

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Beck, Griffin. Final Report - Development and Field Testing Novel Natural Gas Surface Process Equipment for Replacement of Water as Primary Hydraulic Fracturing Fluid. Office of Scientific and Technical Information (OSTI), junho de 2021. http://dx.doi.org/10.2172/1804085.

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Harms, Gary A. TITANIUM AND/OR ALUMINUM ROD-REPLACEMENT EXPERIMENTS IN FULLY-REFLECTED WATER-MODERATED SQUARE-PITCHED U(6.90)O2 FUEL ROD LATTICES WITH 0.67 FUEL TO WATER VOLUME RATIO (0.800 CM PITCH). Office of Scientific and Technical Information (OSTI), setembro de 2016. http://dx.doi.org/10.2172/1562650.

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N. Finding of No Significant Impact for the Environmental Assessment for the Strategic Petroleum Reserve West Hackberry Facility Raw Water Intake Pipeline Replacement Cameron and Calcasieu Parishes, Louisiana. Office of Scientific and Technical Information (OSTI), agosto de 2004. http://dx.doi.org/10.2172/832848.

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