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Добірка наукової літератури з теми "Water storage"

Автор: Grafiati

Опубліковано: 4 червня 2021

Оновлено: 5 березня 2023

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Статті в журналах з теми "Water storage"

Rizet, M., and J. J. Rook. "Evolution de la qualité de l'eau par storage." Journal français d’hydrologie 16, no. 2 (1985): 123–45. http://dx.doi.org/10.1051/water/19851602123.

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Šútor, J., M. Gomboš, M. Kutílek, and M. Krejča. "Soil water regime estimated from the soil water storage monitored in time." Soil and Water Research 3, Special Issue No. 1 (June 30, 2008): S139—S146. http://dx.doi.org/10.17221/13/2008-swr.

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During the vegetation season, the water storage in the soil aeration zone is influenced by meteorological phenomena and by the vegetated cover. If the groundwater table is in contact with the soil profile, its contribution to water storage must be considered. This impact can be either monitored directly or the mathematical model of the soil moisture regime can be used to simulate it. We present the results of monitoring soil water content in the aeration zone of the East Slovakian Lowland. The main problem is the evaluation of the soil water storage in seasons and in years in the soil profile. Until now, classification systems of the soil water regime evaluation have been mainly based upon climatological factors and soil morphology where the classification has been realized on the basis of indirect indicators. Here, a new classification system based upon quantified data sets is introduced and applied for the measured data. The system considers the degree of accessibility of soil water to plants, including the excess of soil water related to the duration for those characteristic periods. The time span is hierarchically arranged to differentiate between the dominant water storage periods and short-term fluctuations. The lowest taxonomic units characterize the vertical fluxes over time periods. The system allows the comparison of soil water regime taxons over several years and under different types of vegetative cover, or due to various types of land use. We monitored soil water content on two localities, one with a deep ground water level, one with a shallow ground water level. The profile with a shallow ground water level keeps a more uniform taxons and subtaxons of soil water regime due to the crop variation than the profile with a deep ground water level.

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Konikow, Leonard F. "Overestimated water storage." Nature Geoscience 6, no. 1 (December 21, 2012): 3. http://dx.doi.org/10.1038/ngeo1659.

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Ganguly, Sayantan. "Subsurface Storage of Water." Resonance 27, no. 4 (April 2022): 561–78. http://dx.doi.org/10.1007/s12045-022-1349-7.

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Wuest, Stewart B. "Understanding soil water STORAGE." Crops & Soils 52, no. 3 (May 2019): 8–12. http://dx.doi.org/10.2134/cs2019.52.0302.

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Zienty, Dan. "They're Water Storage Tanks?" Opflow 28, no. 11 (November 2002): 1–12. http://dx.doi.org/10.1002/j.1551-8701.2002.tb01681.x.

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Zhang, C., Y. Peng, J. Chu, C. A. Shoemaker, and A. Zhang. "Integrated hydrological modelling of small- and medium-sized water storages with application to the upper Fengman Reservoir Basin of China." Hydrology and Earth System Sciences 16, no. 11 (November 6, 2012): 4033–47. http://dx.doi.org/10.5194/hess-16-4033-2012.

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Abstract. Hydrological simulation in regions with a large number of water storages is difficult due to inaccurate water storage data. To address this issue, this paper presents an improved version of SWAT2005 (Soil and Water Assessment Tool, version 2005) using Landsat, a satellite-based dataset, an empirical storage classification method and some empirical relationships to estimate water storage and release from the various sizes of flow detention and regulation facilities. The SWAT2005 is enhanced by three features: (1) a realistic representation of the relationships between the surface area and volume of each type of water storages, ranging from small-sized flow detention ponds to medium- and large-sized reservoirs with the various flow regulation functions; (2) water balance and transport through a network combining both sequential and parallel streams and storage links; and (3) calibrations for both physical and human interference parameters. Through a real-world watershed case study, it is found that the improved SWAT2005 more accurately models small- and medium-sized storages than the original model in reproducing streamflows in the watershed. The improved SWAT2005 can be an effective tool to assess the impact of water storage on hydrologic processes, which has not been well addressed in the current modelling exercises.

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Mironowicz, Marcin. "Brine – water heat pump with water storage." Journal of Civil Engineering, Environment and Architecture XXXII, no. 1/2015 (March 2015): 317–22. http://dx.doi.org/10.7862/rb.2015.21.

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Zhang, C., Y. Peng, J. Chu, and C. A. Shoemaker. "Integrated hydrological modelling of small- and medium-sized water storages with application to the upper Fengman Reservoir Basin of China." Hydrology and Earth System Sciences Discussions 9, no. 3 (March 28, 2012): 4001–43. http://dx.doi.org/10.5194/hessd-9-4001-2012.

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Abstract. Hydrological simulation in regions with a large number of water storages is difficult due to the inaccurate water storage data, including both topologic parameters and operational rules. To address this issue, this paper presents an improved version of SWAT2005 (Soil and Water Assessment Tool, version 2005) using the satellite-based dataset Landsat, an empirical storage classification method, and some empirical relationships to estimate water storage and release from the various levels of flow regulation facilities. The improved SWAT2005 is characterised by three features: (1) a realistic representation of the relationships between the water surface area and volume of each type of water storage, ranging from small-sized ponds for water flow regulation to large-sized and medium-sized reservoirs for water supply and hydropower generation; (2) water balance and transport through a network combining both sequential and parallel streams and storage links; and (3) calibrations for the physical parameters and the human interference parameters. Both the original and improved SWAT2005 are applied to the upper Fengman Reservoir Basin, and the results of these applications are compared. The improved SWAT2005 accurately models small- and medium-sized storages, indicating a significantly improved performance from that of the original model in reproducing streamflows.

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He, Wei, and Jihong Wang. "Feasibility study of energy storage by concentrating/desalinating water: Concentrated Water Energy Storage." Applied Energy 185 (January 2017): 872–84. http://dx.doi.org/10.1016/j.apenergy.2016.10.077.

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Дисертації з теми "Water storage"

Wheeler, James K. "Water transport, embolism recovery and water storage in trees." Thesis, Harvard University, 2014. http://dissertations.umi.com/gsas.harvard:11256.

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The ability to maintain hydraulic continuity in the xylem is essential to supply leaves with the water that must be exchanged for carbon dioxide. The metastable nature of xylem sap causes this system to be inherently vulnerable to failure by rapid vaporization within the conduits. Much of the recent work on hydraulic architecture and cavitation has pursued the elusive mechanism behind apparent hydraulic recovery concurrent with tension in the bulk of the xylem, referred to as "novel refilling". An investigation into the dynamics of this behavior (Chapter 3) revealed two key artifacts that can produce the appearance of novel refilling when in fact no embolism (and therefore, no recovery) has occurred. A further implication of these artifacts is that plant xylem may be more robust against embolism than previously expected. In the absence of novel refilling, it becomes much harder to reconcile the extreme vulnerability reported for ring porous species. Studies of Robinia pseudoacacia (Chapter 4) address whether the artifacts illuminated in chapter 3 provide insight into the ongoing debate about the cavitation resistance of long-vesseled species and whether it is possible to accurately assess cavitation resistance in these species using the centrifuge method. Root pressure, as an alternative to novel refilling, provides plants with a means of reversing cavitation. Studies of Betula papyrifera (Chapter 5), however, show that recovery from embolism by root pressure is limited to early spring and point to an important role for water storage in fibers that minimizes xylem tensions and thus the risk of cavitation.

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Gallopin, Gary G. "Water Storage Technology at Tikal, Guatemala." University of Cincinnati / OhioLINK, 1990. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1299605660.

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Rodell, Matthew. "Estimating changes in terrestrial water storage /." Full text (PDF) from UMI/Dissertation Abstracts International, 2000. http://wwwlib.umi.com/cr/utexas/fullcit?p3004367.

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Ghashami, Bahman. "A New Power Storage, Cooling Storage, and Water Production Combined Cycle (PCWCC)." Thesis, Högskolan i Gävle, Energisystem, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-22725.

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Fresh water shortage and hot weather are common challenges in many countries of the world. In the other hand, the air conditioning systems which are used for indoor cooling cause peak electricity demand during high temperatures hours. This peak hour demand is very important since it is more expensive and mainly is supplied by fossil fuel power plants with lower efficiencies compare to base load fossil fuel or renewable owe plants. Moreover, these peak electricity load fossil fuel power plants cause higher green house gas emission and other environmental effects. So, all these show that any solution for these problems could make life better in those countries and all over the world.In this thesis, a new idea for a Power storage, Cooling storage, and Water production Combined Cycle (PCWCC) is introduced and reviewed. PCWCC is combination of two thermal cycles, Ice Thermal Energy Storage (ITES) and desalination by freezing cycle, which are merged together to make a total solution for fresh water shortage, required cooling, and high peak power demand. ITES is a well known technology for shifting the electricity demand of cooling systems from peak hours to off-peak hours and desalination by freezing is a less known desalination system which is based on the fact that the ice crystals are pure and by freezing raw water and melting resulted ice crystals, pure water will be produced. These two systems have some common processes and equations and this thesis shows that by combining them the resulted PCWCC could be more efficient than each of them. In this thesis, the thermodynamic equations and efficiencies of each PCWCC sub-systems are analyzed and the resulted data are used in finding thermodynamics of PCWCC itself. Also, by using reMIND software, which uses Cplex to find the best combinations of input/output and related processes, the cost of produced fresh water and cooling from PCWCC is compared with total cost of fresh water and cooling produced by each sub-systems of PCWCC in three sample cities all over the world, Kerman, Dubai, and Texas. These cities are chosen since they have similar ambient temperature trend with different electricity and fresh water tariff's. The results show that, the PCWCC is economical where there is a significant electricity price difference between ice charging and ice melting hours, off-peak and peak hours, of the day or when the fresh water price is high compare to electricity price. The results also show that how the revenue from fresh water could cover the used electricity cost and make some income as well.

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Artiola, Janick F., Channah Rock, and Gary Fix. "Water Storage Tank Disinfection, Testing, and Maintenance." College of Agriculture and Life Sciences, University of Arizona (Tucson, AZ), 2012. http://hdl.handle.net/10150/255333.

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Mousavi, Hirad. "Development of a model for optimizing water storage." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0001/NQ39783.pdf.

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OLIVIER, Jean-François. "Numerical Study of a Stratified Cold Water Storage." Thesis, KTH, Energiteknik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-191320.

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This master thesis contributes to the design of a stratified cold-water storage. The objective is to provide a second opinion on the design of the water distributors and charging/ discharging parameters, by means of numerical simulations. The first chapter is an introduction to district cooling, it provides some concepts essentials to the understanding of this project and details the challenges associated with the particular case of a stratified cold-water storage. The second chapter focuses on fluid dynamics considerations. The third chapter reminds the fundamentals of perforated distributors theory, derives formula for pressure evolutions in the distributor and a design criterion. The fourth and fifth chapters give the results of the numerical simulations. For the distributor’s design, the theory has been tested by numerical methods which gave coherent results. A design has been determined. Regarding thermocline formation, we observed that injection water at 14C led to a thermocline of 2.5 m. All other things remaining equal, using the district heating network to inject water at 25C leads to a thermocline of 1 m. When it comes to thermocline evolution, the results brought out the limited influence of either the number of pipes or the flow rates characteristics on the thickness evolution.
Den här masteruppsatsen bidrar till designen av ett stratifierat kyllager. Syftet är att, med hjälp av numeriska simulationer, tillhandahålla en annan åsikt om designen av vattenfördelningen och laddning/urladdningsparametrar. Det första kapitlet är en introduktion till fjärrkyla, där några koncept som är essentiella för förståelsen av det här projektet redovisas och på ett detaljerat tillvägagöngssätt studerar utmaningarna associerade med det särskilda fallet av ett stratifierat kyllager. Det andra kapitlet fokuserar på fluiddynamiska teorier. Det tredje kapitlet erinrar om grundprinciperna av perforerad rörteori som erhåller formler för tryckevolution i fördelaren samt ett designkriterium. Det fjärde kapitlet visar resultaten av de numeriska simulationerna. För designen på fördelaren har teorin blivit testad av numeriska metoder som givit sammanhängande resultat. En design har blivit fastställd. Angående termoklinbildningen observerades att vatten som injicerats vid 14C ledde till en termoklin på 2.5 m. Utan att ändra de andra parametrarna blir resultatet en termoklin på 1 m när vatten injicerats vid 25C med hjälp av ett fjärrvärmenät. När det gäller termoklinevolutionen har resultaten konstaterat den limiterade influensen av antalet rör eller flödeshastighetens karaktär på tjockleksevolutionen.

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Unami, Koichi. "Optimization and Control of Water Conveyance/Storage Systems." Kyoto University, 1998. http://hdl.handle.net/2433/78094.

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Cumbie, William E. "Effects of storage on water treatment plant sludges." Thesis, Virginia Tech, 1985. http://hdl.handle.net/10919/45542.

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The effects of in-basin storage of sludge on the iron, manganese, and TOC removal of water treatment plant (WTP) clarifiers and on the dewatering characteristics of sludge were examined. The use of chlorine dioxide as a preoxidant to retard observed detrimental effects was also investigated.

Sludge samples that were stored over a period of 120 days were found to release up to ten times the original supernatant concentration of iron and manganese from the sludge into the overlying supernatant liquor when sludge redox potential values decreased below +100 mV. Organic carbon also increased in the supernatant but to a lesser extent. Sludge dewatering characteristics as measured by specific resistance and capillary suction time were found to improve when sludge redox potential readings remained over 100 mV but varied greatly when readings were below this level.

Field monitoring and sampling of the clarifiers at Lee Hall WTP and Harwood's Mill WTP from April to July showed that the removal efficiencies of the clarifiers was not related to in-basin sludge storage. This conflicted with a later portion of the study and was thought to be due to the lack of standardized sampling techniques.

The final phase of the investigation dealt with the use of chlorine dioxide to retard the negative effects of in-basin storage of sludge. Sludge accumulation in clarifiers resulted in decreased iron and manganese removal efficiencies when chlorine dioxide was not used. Addition of chlorine dioxide improved the iron and manganese removal efficiencies of the clarifiers. Sludge dewatering characteristics were found to improve with the use of chlorine dioxide as a preoxidant.

Master of Science

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Lantagne, Daniele S. "Household water treatment and safe storage in emergencies." Thesis, London School of Hygiene and Tropical Medicine (University of London), 2011. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.549767.

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Книги з теми "Water storage"

Commission, Wyoming Water Development. Rawlins raw water storage. Laramie, WY: WWC Engineering, 2008.

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Engineering, WWC. Rawlins raw water storage. Laramie, WY: WWC Engineering, 2006.

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Commission, Wyoming Water Development, RJH Consultants, and WWC Engineering, eds. Rawlins raw water storage. Laramie, WY: WWC Engineering, 2008.

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Association, American Water Works, ed. Steel water-storage tanks. Denver, CO: American Water Works Association, 1998.

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Association, American Water Works. Steel water-storage tanks. Denver]: American Water Works Association, 2013.

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Commission, Wyoming Water Development, RJH Consultants, and WWC Engineering, eds. Rawlins raw water storage. Laramie, WY: WWC Engineering, 2008.

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Montana. Dept. of Natural Resources and Conservation., ed. Montana water storage: Status report. [Helena, Mont.]: Department of Natural Resources and Conservation, 1989.

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J, Kirmeyer Gregory, ed. Maintaining water quality in finished water storage facilities. Denver, Colo: AWWA Research Foundation and American Water Works Association, 1999.

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States West Water Resources Corporation. Cottonwood/Grass Creek storage project. Cheyenne, Wyo: States West Water Resources Corporation, 2010.

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States West Water Resources Corporation. Town of Buffalo water storage tank, level II project. Cheyenne, Wyo: States West Water Resources Corporation, 2002.

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Частини книг з теми "Water storage"

Moore, James W. "Water Storage." In Balancing the Needs of Water Use, 20–45. New York, NY: Springer New York, 1989. http://dx.doi.org/10.1007/978-1-4612-3496-8_2.

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Pandey, Pratima. "Fresh Water Storage." In Encyclopedia of Earth Sciences Series, 303. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-90-481-2642-2_168.

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Skinner, Brian. "Raising water; Storage." In Small-scale Water Supply, 71–99. Rugby, Warwickshire, United Kingdom: Practical Action Publishing, 2003. http://dx.doi.org/10.3362/9781780441375.003.

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Burbey, Thomas J. "Aquifers: Groundwater Storage." In Fresh Water and Watersheds, 3–10. Second edition. | Boca Raton: CRC Press, [2020] | Revised edition of: Encyclopedia of natural resources. [2014].: CRC Press, 2020. http://dx.doi.org/10.1201/9780429441042-2.

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Haarhoff, Johannes. "Storage Dams." In Introduction to Municipal Water Quality Management, 175–87. London: Routledge, 2023. http://dx.doi.org/10.1201/9781003393573-16.

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Whitmore, J. S. "Water Storage on Farms." In Drought Management on Farmland, 167–75. Dordrecht: Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-015-9562-9_17.

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Sukhatme, S. P. "Hot Water Storage Systems." In Solar Water Heating Systems, 113–23. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-5480-9_8.

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Curtis, Val, Barbara Rogers, T. N. Lipangile, Steve Layton, and Francis Hillman. "9. Water Transport and Storage." In Community Water Development, 194–215. Rugby, Warwickshire, United Kingdom: Practical Action Publishing, 1989. http://dx.doi.org/10.3362/9781780444673.009.

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Trincado, Monica, Hansjörg Grützmacher, and Martin H. G. Prechtl. "4. CO2-based hydrogen storage – Hydrogen generation from formaldehyde/water." In Hydrogen Storage, edited by Thomas Zell and Robert Langer, 95–124. Berlin, Boston: De Gruyter, 2018. http://dx.doi.org/10.1515/9783110536423-004.

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Rethinam, P., and V. Krishnakumar. "Packing, Storage and Transport of Coconut Water." In Coconut Water, 241–73. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-10713-9_6.

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Тези доповідей конференцій з теми "Water storage"

Shen, Jian-Ren, Yasufumi Umena, Keisuke Kawakami, and Nobuo Kamiya. "Structural basis of photosynthetic water-splitting." In SOLAR CHEMICAL ENERGY STORAGE: SolChES. AIP, 2013. http://dx.doi.org/10.1063/1.4848085.

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Becciu, G., and A. Raimondi. "Factors affecting the pre-filling probability of water storage tanks." In WATER POLLUTION 2012. Southampton, UK: WIT Press, 2012. http://dx.doi.org/10.2495/wp120411.

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Sherif, Mohsen, and Ampar Shetty. "Freshwater Storage in Brackish Aquifers." In World Environmental and Water Resources Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412947.043.

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Kudo, Akihiko. "New materials for photocatalytic and photoelectrochemical water splitting." In SOLAR CHEMICAL ENERGY STORAGE: SolChES. AIP, 2013. http://dx.doi.org/10.1063/1.4848079.

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Wei, Su-Huai. "Rational design of semiconductors for photoelectrochemical water splitting." In SOLAR CHEMICAL ENERGY STORAGE: SolChES. AIP, 2013. http://dx.doi.org/10.1063/1.4848087.

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Mambretti, S., and U. Sanfilippo. "Influence of rainfall patterns on the efficiency of first flush storage tanks." In Urban Water 2012. Southampton, UK: WIT Press, 2012. http://dx.doi.org/10.2495/uw120231.

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Onishi, M. "Research into reducing inland water damage inside large-scale storage pipe basins." In URBAN WATER 2014. Southampton, UK: WIT Press, 2014. http://dx.doi.org/10.2495/uw140311.

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Hantush, Mohamed M., Morihiro Harada, and Miguel A. Mariño. "Modification of Stream Flow Routing for Bank Storage." In Joint Conference on Water Resource Engineering and Water Resources Planning and Management 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40517(2000)394.

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"Cost-benefit analysis of farm water storage: surface storage versus managed aquifer storage." In 20th International Congress on Modelling and Simulation (MODSIM2013). Modelling and Simulation Society of Australia and New Zealand (MSSANZ), Inc., 2013. http://dx.doi.org/10.36334/modsim.2013.l16.arshad.

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Chen, J., T. j. Chen, and R. Qian. "Research on the Influence of Flood Control Caused by the Flood Storage Retreated." In Water Resource Management. Calgary,AB,Canada: ACTAPRESS, 2010. http://dx.doi.org/10.2316/p.2010.686-051.

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Звіти організацій з теми "Water storage"

Water Management Institute, International. Water storage. International Water Management Institute (IWMI), 2010. http://dx.doi.org/10.5337/2010.225.

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Skone, Timothy J. Brine water storage tank. Office of Scientific and Technical Information (OSTI), October 2012. http://dx.doi.org/10.2172/1509246.

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Hoskins, A. P., J. G. Scott, C. V. Shelton-Davis, and G. E. McDannel. Fuel performance in water storage. Office of Scientific and Technical Information (OSTI), November 1993. http://dx.doi.org/10.2172/142483.

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Perera, Duminda, Vladimir Smakhtin, Spencer Williams, Taylor North, and Allen Curry. Ageing Water Storage Infrastructure: An Emerging Global Risk. United Nations University Institute for Water, Environment and Health, January 2021. http://dx.doi.org/10.53328/qsyl1281.

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The Report provides an overview of the current state of knowledge on the ageing of large dams –an emerging global development issue as tens of thousands of existing large dams have reached or exceeded an “alert” age threshold of 50 years, and many others will soon approach 100 years. These aged structures incur rapidly rising maintenance needs and costs while simultaneously declining their effectiveness and posing potential threats to human safety and the environment. The Report analyzes large dam construction trends across major geographical regions and primary dam functions, such as water supply, irrigation, flood control, hydropower, and recreation. Analysis of existing global datasets indicates that despite plans in some regions and countries to build more water storage dams, particularly for hydropower generation, there will not be another “dam revolution” to match the scale of the high-intensity dam construction experienced in the early to middle, 20th century. At the same time, many of the large dams constructed then are aging, and hence we are already experiencing a “mass ageing” of water storage infrastructure. The Report further explores the emerging practice of decommissioning ageing dams, which can be removal or re-operation, to address issues of ensuring public safety, escalating maintenance costs, reservoir sedimentation, and restoration of a natural river ecosystem. Decommissioning becomes the option if economic and practical limitations prevent a dam from being upgraded or if its original use has become obsolete. The cost of dam removal is estimated to be an order of magnitude less than that of repairing. The Report also gives an overview of dam decommissioning’s socio-economic impacts, including those on local livelihoods, heritage, property value, recreation, and aesthetics. Notably, the nature of these impacts varies significantly between low- and high-income countries. The Report shows that while dam decommissioning is a relatively recent phenomenon, it is gaining pace in the USA and Europe, where many dams are older. However, it is primarily small dams that have been removed to date, and the decommissioning of large dams is still in its infancy, with only a few known cases in the last decade. A few case studies of ageing and decommissioned large dams illustrate the complexity and length of the process that is often necessary to orchestrate the dam removal safely. Even removing a small dam requires years (often decades), continuous expert and public involvement, and lengthy regulatory reviews. With the mass ageing of dams well underway, it is important to develop a framework of protocols that will guide and accelerate the process of dam removal. Overall, the Report aims to attract global attention to the creeping issue of ageing water storage infrastructure and stimulate international efforts to deal with this emerging water risk. This Report’s primary target audiences are governments and their partners responsible for planning and implementing water infrastructure development and management, emphasizing adaptat

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Hoskins, A. P., J. G. Scott, C. V. Shelton-Davis, and G. E. McDannel. Fuel performance of DOE fuels in water storage. Office of Scientific and Technical Information (OSTI), October 1993. http://dx.doi.org/10.2172/10103061.

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Hall, S. H., and E. A. Jenne. Sizing a water softener for aquifer thermal energy storage. Office of Scientific and Technical Information (OSTI), March 1993. http://dx.doi.org/10.2172/10134624.

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Hall, S. H., and E. A. Jenne. Sizing a water softener for aquifer thermal energy storage. Office of Scientific and Technical Information (OSTI), March 1993. http://dx.doi.org/10.2172/6722749.

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Sohn, Chang W., Jerry Fuchs, and Michael Gruber. Chilled Water Storage Cooling System at Fort Jackson, SC. Fort Belvoir, VA: Defense Technical Information Center, November 1998. http://dx.doi.org/10.21236/ada358929.

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SHUKLA, PAVAN, and ROBERT SINDELAR. EFFECTS OF RESIDUAL WATER ON STORAGE CANISTER INTERNAL COMPONENTS. Office of Scientific and Technical Information (OSTI), September 2020. http://dx.doi.org/10.2172/1676415.

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Berry, C. J., C. B. Fliermans, and J. Santo Domingo. Microbial Condition of Water Samples from Foreign Fuel Storage Facilities. Office of Scientific and Technical Information (OSTI), October 1997. http://dx.doi.org/10.2172/630875.

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