Academic literature on the topic 'Zone of aeration Water'

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Journal articles on the topic "Zone of aeration Water"

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Sun, Xin, Meng Dan Zhang, Wei Li Zhao, and Ting Lin Huang. "Comparison of Water-Lifting Aerator Type for Algae Inhibition in Deep Reservoirs." Applied Mechanics and Materials 295-298 (February 2013): 1053–56. http://dx.doi.org/10.4028/www.scientific.net/amm.295-298.1053.

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Water-lifting aeration technology is one of the effective in-situ algae control technologies in deep reservoirs. Effects of water-lifting aerator type on the in-situ algae inhibition using water-lifting aeration technology was numerically analyzed with the help of FLUENT software. Under stable state, one large clockwise circulation flow was generated outside non-submerged and submerged water-lifting aerators, but the core algae inhibition zone was farther away from the non-submerged aerator under each water depth. When the water depth was increased from 77.25 m to 97.25 m, the percentage of th
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Ismaiylov, G. Kh, and N. V. Muraschenkova. "MODELING OF A WATER-SALT BALANCE OF A RIVER POOL WITH DEVELOPED IRRIGATED AGRICULTURE." Ecology. Economy. Informatics.System analysis and mathematical modeling of ecological and economic systems 1, no. 5 (2020): 65–70. http://dx.doi.org/10.23885/2500-395x-2020-1-5-65-70.

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The construction of a mathematical model of the water-salt balance for river basins with the predominant development of irrigated agriculture is considered. The structures of the water and salt balance of the irrigated territory and the balance of the main river bed within it are given. It has been established that if the inflow and outflow of water and salts dissolved in it are caused by its horizontal flows, then the evaporation and accumulation of water (salts) in the aeration zone and groundwater are caused by its vertical flows.This leads to the need to consider instead of the general equ
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Sahlmann, C., J. A. Libra, A. Schuchardt, U. Wiesmann, and R. Gnirss. "A control strategy for reducing aeration costs during low loading periods." Water Science and Technology 50, no. 7 (2004): 61–68. http://dx.doi.org/10.2166/wst.2004.0417.

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The efficiency of the aeration system in a full-scale activated sludge basin with 3 separately controlled aeration zones was improved for the low loading period in summer. The air flow rate to each aeration zone is currently regulated to hold a preset dissolved oxygen concentration (DO). Four different DO setpoint combinations were tested, each one for a one week period, using dynamic off-gas testing to measure the standardised oxygen transfer efficiency (αSOTE). As the DO setpoints were lowered, the total air flow rate to the basin decreased initially. A low DO in the first zones slowed bioma
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Sun, Xin, Wei Li Zhao, Meng Dan Zhang, and Ting Lin Huang. "Effects of Temperature Gradient on Algae Inhibition Zone in Source Water Reservoirs Using In Situ Water-Lifting Aeration Technology." Advanced Materials Research 663 (February 2013): 870–75. http://dx.doi.org/10.4028/www.scientific.net/amr.663.870.

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Flow outside the water-lifting aerator was simulated with FLUENT software, and the effects of temperature gradient on the in-situ algae inhibition zone were numerically analyzed. Flow characteristics directly influence the effect of algal inhibition using water-lifting aeration technology. Under quasi-steady state of flow outside the water-lifting aerator, the clockwise flow near the inlet and counter-clockwise flow in other domains coexisted, zone and strength of inlet circulation weakened as the water temperature gradient increased, flow velocity decreased as the distance from the water-lift
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Sun, Xin, Wei Li Zhao, and Ting Lin Huang. "Effects of Water Depth on Algae Control in Stratified Reservoirs Using In Situ Water-Lifting Aeration Technology." Advanced Materials Research 663 (February 2013): 977–81. http://dx.doi.org/10.4028/www.scientific.net/amr.663.977.

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Flow outside the water-lifting aerator was simulated with FLUENT software, and the effects of water depth on the in-situ algal growth control using water-lifting aeration technology was numerically analyzed. Under stable state of flow outside the water-lifting aerator, the clockwise flow near the inlet and counter-clockwise flow in other domains coexisted, flow velocity decreased as the distance from the water-lifting aerator increased. When the water depth was increased from 50 m to 110 m, the radius of the core algal growth control zone increased from 60 m to 175 m, and the ratio of the alga
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Reinius, L. G., and J. Hultgren. "Evaluation of the Efficiency of a New Aeration System at Henriksdal Sewage Treatment Plant." Water Science and Technology 20, no. 4-5 (1988): 85–92. http://dx.doi.org/10.2166/wst.1988.0156.

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Henriksdal sewage treatment plant is the largest plant in Stockholm with a design flow of 370 000 m3/d. In one aeration tank of eleven a new fine-bubble aeration system has been in operation since August 1985. The tank is divided into 6 equal parts. The first part is an anoxic zone and the other five are aeration zones with tapered diffusers. Several instruments are installed in the block including separate air flow monitors in each of the five zones and D.O.-probes in the inlet and outlet of the zones. Equipment for flow measurement of settled sewage and return sludge is also installed. Every
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Thomas, V. K., B. Chambers, and W. Dunn. "Optimisation of Aeration Efficiency: A Design Procedure for Secondary Treatment Using a Hybrid Aeration System." Water Science and Technology 21, no. 10-11 (1989): 1403–19. http://dx.doi.org/10.2166/wst.1989.0337.

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The fine-bubble diffused air (FBDA) system of aeration is most efficiently operated in low rate activated sludge systems. The aeration technique is, however, subject to poor oxygen transfer efficiency and diffuser clogging under increased loading conditions such as are experienced close to the tank inlet in plug-flow systems. Mechanical, surface aeration systems, though apparently less efficient, do not suffer from these disadvantages. The ideal aeration tank configuration, for optimum aeration efficiency is therefore:–inlet anoxic zone–completely mixed surface aerated zone–plug-flow, fine-bub
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Fujie, K., K. Urano, H. Kubota, and T. Kasakura. "Hydrodynamics and Oxygen Transfer Characteristics in Activated Sludge Aeration Tanks." Water Science and Technology 26, no. 3-4 (1992): 791–800. http://dx.doi.org/10.2166/wst.1992.0460.

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Spiral liquid circulation rate in the conventional aeration tank was investigated based upon the theoretical development of the hydrodynamics and the experimental observation. The effect of liquid circulation rate on the gas-liquid oxygen transfer and the oxygen exchange between the bubbling zone and the bubble-free zone in the aeration tank were clarified. The spiral liquid circulation rate at the liquid surface in the aeration tank was correlated as functions of the superficial gas feed rate, the diffuser depth and the bubble diameter generated from the air diffusers. The oxygen exchange res
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Chiemchaisri, C., Y. K. Wong, T. Urase, and K. Yamamoto. "Organic Stabilization and Nitrogen Removal in Membrane Separation Bioreactor for Domestic Wastewater Treatment." Water Science and Technology 25, no. 10 (1992): 231–40. http://dx.doi.org/10.2166/wst.1992.0251.

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In this study, organic stabilization and nitrogen removal were investigated using a household type hollow fiber membrane separation bioreactor of 6 2 1 volume. The process employed direct solid-liquid separation by hollow fiber membrane inside an activated sludge aeration tank. By providing highly turbulent conditions within the separation zone in conjunction with Jet aerating installation inside the membrane module, sludge accumulation on the membrane surface and inside the module can be reduced. Permeate flux obtained after 330 days of operation was 0.2 m/d under intermittent suction. High d
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Osuch, Ewa, and Stanisław Podsiadłowski. "Efficiency of pulverizing aeration on Lake Panieńskie." Limnological Review 12, no. 3 (2012): 139–45. http://dx.doi.org/10.2478/v10194-012-0054-4.

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AbstractThe principal threat to lakes of the temperate zone is posed by factors accelerating their eutrophication and causing marked deoxygenation of the deeper layers of water, mainly the hypo- and metalimnion. Among their effects are frequent phytoplankton blooms, including those of blue-green algae, and general deterioration of water quality also affecting the abundance and health status of fish. The chief concern is a disturbed proportion between the quantity of complex chemical compounds, especially organic, and the oxygen content of lake waters. Natural processes of water oxygenation are
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Dissertations / Theses on the topic "Zone of aeration Water"

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Enright, Bryn Alison. "Adsorption of VOC vapors at the air-water interface in unsaturated media." Thesis, The University of Arizona, 1998. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_etd_hy0092_sip1_w.pdf&type=application/pdf.

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Li, Liqing. "Water saturation and air/water interfacial area measurements by partitioning gas tracers in the vadose zone and landfills." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 176 p, 2008. http://proquest.umi.com/pqdweb?did=1464133931&sid=30&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Rucker, Dale Franklin. "Improved analysis of borehole ground penetrating radar to monitor transient water flow in the vadose zone." Diss., The University of Arizona, 2003. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_e9791_2003_320_sip1_w.pdf&type=application/pdf.

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Thomson, Kirk Alan, and Kirk Alan Thomson. "VERTICAL DIFFUSION OF SELECTED VOLATILE ORGANIC CONTAMINANTS THROUGH UNSATURATED SOIL FROM A WATER TABLE AQUIFER; FIELD AND LABORATORY STUDIES." Thesis, The University of Arizona, 1985. http://hdl.handle.net/10150/275331.

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Hardin, Ernest Lauriston 1956. "Uranium-234 in vadose zone and perched waters of the Apache Leap Tuff, Central Arizona." Diss., The University of Arizona, 1996. http://hdl.handle.net/10150/191210.

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Natural enrichment of ²³⁴U with respect to ²³⁸U was investigated in perched water, vadose zone pore waters, and secondary minerals. The activity ratio (AR) for dissolved ²³⁴U increased from about 1.4 in runoff to >6 in perched water. The AR in the vadose zone increased sharply at a transition that correlated with increased magnetic susceptibility and decreasing hydraulic conductivity. This was evidently caused by auto—oxidative selective leaching controlled by matrix saturation. The direct recoil fractionation mechanism has been proposed for tuffs on the Nevada Test Site, and could imply enhan
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Wood, Luther G. "Modeling effects of U-tube aeration in recirculating aquaculture systems." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-10312009-020150/.

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Mahmood-Ul-Hassan, Muhammad. "Water movement through the unsaturated zone." Thesis, University of Reading, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.244907.

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CONTRERAS, MORENO Jorge, and KIBRET DAWIT GHEBREIGZIABHER. "Aeration and risk mitigation for flood discharge tunnel in Zipingpu water conservancy project." Thesis, KTH, Betongbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-275668.

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The importance of hydraulic structures has become an essential mitigating mean for floodsthat occur more often due to climate change. Thus, the importance and safety of flooddischarge tunnels has promoted further studies and experiments on the topic to mitigatedamages, such as cavitation that arise because of high speed flows.After an experimental study on a physical model was carried out on the flood discharge tunnelin Zipingpu Water Conservancy project, a CFD model was designed and simulated in thecommercial software ANSYS Fluent. The simulations aimed to evaluate and examine the riskfor cav
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Verrecht, Bart. "Optimisation of a hollow fibre membrane bioreactor for water reuse." Thesis, Cranfield University, 2010. http://dspace.lib.cranfield.ac.uk/handle/1826/6779.

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Over the last two decades, implementation of membrane bioreactors (MBRs) has increased due to their superior effluent quality and low plant footprint. However, they are still viewed as a high-cost option, both with regards to capital and operating expenditure (capex and opex). The present thesis extends the understanding of the impact of design and operational parameters of membrane bioreactors on energy demand, and ultimately whole life cost. A simple heuristic aeration model based on a general algorithm for flux vs. aeration shows the benefits of adjusting the membrane aeration intensity to
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Dennison, Fiona Joan. "Application of Life Cycle Assessment in the water industry as a tool to support strategic decision-making." Thesis, University of Surrey, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.325722.

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Books on the topic "Zone of aeration Water"

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Selker, John S. Vadose zone processes. Lewis Publishers, 1999.

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Niswonger, Richard G. Documentation of the Unsaturated-Zone Flow (UZF1) Package for modeling unsaturated flow between the land surface and the water table with MODFLOW-2005. U.S. Department of the Interior, U.S. Geological Survey, 2006.

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Mills, Patrick C. Water movement and water chemistry in the unsaturated zone at a low-level radioactive-waste disposal site near Sheffield, Illinois, 1986-87. U.S. G.P.O., 1993.

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Sitnikov, Anatoliĭ Borisovich. Dinamika vlagi i soleĭ v pochvogruntakh zony aėrat͡s︡ii. Nauk. dumka, 1986.

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M, Preene, ed. Groundwater lowering in construction: A practical guide. Spon Press, 2001.

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Cashman, P. M. Groundwater lowering in construction: A practical guide. Spon Press, 2001.

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Tumbusch, Mary L. Temperatures and water potentials in shallow unsaturated alluvium next to a burial site for low-level radioactive waste, Amargosa Desert, Nye County, Nevada, 1987-96. U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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Tumbusch, Mary L. Temperatures and water potentials in shallow unsaturated alluvium next to a burial site for low-level radioactive waste, Amargosa Desert, Nye County, Nevada, 1987-96. U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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Dennehy, Kevin F. Water movement in the unsaturated zone at a low-level radioactive-waste burial site near Barnwell, South Carolina. Dept. of the Interior, 1989.

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Dennehy, Kevin F. Water movement in the unsaturated zone at a low-level radioactive-waste burial site near Barnwell, South Carolina. U.S. G.P.O., 1989.

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Book chapters on the topic "Zone of aeration Water"

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Boyd, Claude E., and Craig S. Tucker. "Aeration." In Pond Aquaculture Water Quality Management. Springer US, 1998. http://dx.doi.org/10.1007/978-1-4615-5407-3_7.

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Jerry, Taricska R., Wang K. Lawrence, Hung Yung-Tse, and Kathleen Hung Li. "Potable Water Aeration." In Advanced Physicochemical Treatment Processes. Humana Press, 2006. http://dx.doi.org/10.1007/978-1-59745-029-4_1.

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Milanović, P. T. "Aeration Zone in Karst – Properties and Investigations." In Advances in Research in Karst Media. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-12486-0_65.

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Huang, Tinglin, Xin Sun, Xuan Li, Haibing Cong, and Ya Cheng. "Water Quality Improvement Using Water-Lifting Aeration Technology." In The Handbook of Environmental Chemistry. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-20391-1_9.

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Hu, Baowei, Chundi Yang, and Wen Cheng. "Study on Efficiency of Aeration Type in Biological Aeration Filter on the Sewage Disposal." In Advances in Water Resources and Hydraulic Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_106.

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Lung, Wu-Seng. "Estuarine Mixing Zone Analysis." In Water Quality Modeling. CRC Press, 2021. http://dx.doi.org/10.1201/9781003208969-8.

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Hansen, J. Buhr, and Ib A. Svendsen. "Surf Zone Breakers with Current." In Nonlinear Water Waves. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-83331-1_19.

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Braunmiller, Jochen, Suzan Van Der Lee, and Lindsey Doermann. "Mantle Transition Zone Thickness in the Central South-American Subduction Zone." In Earth's Deep Water Cycle. American Geophysical Union, 2013. http://dx.doi.org/10.1029/168gm16.

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Joshi, Sayali, and Pallavi Patil. "Eco-Treatment Zone in Open Drain." In Water Resources Management. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-5711-3_6.

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Sha, Haifei, Lili Fan, Shiqiang Wu, Hui Zhou, and Huiling Chen. "Experimental Studies on Aeration Performance of Hydraulic Tunnel Excavation." In Advances in Water Resources and Hydraulic Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_113.

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Conference papers on the topic "Zone of aeration Water"

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Gwozdziewicz, M. "Distribution of chlorides and sulfates in the aeration zone of coal waste landfill – sulfides decomposition kinetics and ground water acidification." In WATER POLLUTION 2008. WIT Press, 2008. http://dx.doi.org/10.2495/wp080221.

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Яшин, Валерий Михайлович. "ECOLOGICAL APPROACH TO THE CONSIDERATION OF THE PROTECTIVE FUNCTIONS OF THE UNSATURATED ZONE." In Сборник избранных статей по материалам научных конференций ГНИИ "Нацразвитие" (Санкт-Петербург, Февраль 2021). Crossref, 2021. http://dx.doi.org/10.37539/feb295.2021.46.83.006.

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В статье на основе анализа формирования потоков влаги в ландшафтах предлагается рассматривать зону аэрации как природный объект - экологический демпфер. Экологические демпферы- это природные или антропогенно-природные образования, имеющие дополнительное сопротивление потоку и высокое значение ассимиляционной емкости, позволяющие сглаживать (гасить) результаты интенсивных изменений процессов переноса водных или воздушных масс, происходящих на границе объекта. Показаны границы зоны аэрации и формирование водного режима. In the article, based on the analysis of the formation of moisture flows in
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Amano, R. S., Ammar Alkhalidi, and Patrick Bryar. "Design of a Deflector for Water Aeration in Wastewater Treatment." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-86943.

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The aeration phase within wastewater treatment is the most power consuming step required in the treatment of waste water. After the energy crisis in 1970s increasing attention has been paid for this step to reduce the energy cost [1]. Higher standard oxygen transfer efficiency (SOTE) reduces the amount of air required to aerate wastewater which reduce the air blower power consumption. In this study SOTE was investigated for the case of adding a bubble deflector, i.e. an external geometry that directs the bubbles toward the less oxygenated water, which improves the efficiency and eliminates the
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Яшин, Валерий Михайлович. "ECOLOGICAL ASPECTS OF AUTOMATED REGULATION OF MOISTURE IN IRRIGATED SOILS." In Высокие технологии и инновации в науке: сборник избранных статей Международной научной конференции (Санкт-Петербург, Январь 2021). Crossref, 2021. http://dx.doi.org/10.37539/vt189.2021.43.26.012.

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В статье рассматриваются вопросы влияния орошения на компоненты природной среды. Показано, что орошение в существенной мере увеличивает водную нагрузку на территорию, что приводит к трансформации водного режима почв, пород зоны аэрации, увеличению инфильтрационного питания грунтовых вод, изменению качества поверхностного и подземного стока. Автоматизированные системы контроля водного режима орошаемых почв позволяют синхронизировать водоподачу на поле с биологическими особенностями водопотребления культур, что в существенной мере позволит снизить водную нагрузку на экологические условия. The ar
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Amano, R. S., Ammar Alkhalidi, Patrick Bryar, and Wayel Alwayel. "Water Aeration in Wastewater Treatment." In ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/detc2012-71524.

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The primary objective of this paper is to examine ways to increase the efficiency of water aeration process. This objective was completed through the use of a propeller and fan blade designs. Both Standard oxygen transfer efficiency (SOTE) and power reclamation were analyzed. Results of SOTE analysis indicated a decrease in efficiency, when compared to the standard model air diffuser. While the propeller design was able to successfully breakup the forming bubble column, the system reduced the circulatory currents that create mixing within the experimental tank. Results indicate a small SOTE dr
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Kucukali, S., and S. Cokgor. "Aeration Performance of a Hydraulic Jump." In World Environmental and Water Resources Congress 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)104.

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Kale, M. M., and I. Mehrotra. "Biodegradation of Substrates with and without Aeration." In World Environmental and Water Resources Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41173(414)165.

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Frizell, K. Warren. "Effects of Aeration on the Performance of an ADV." In Joint Conference on Water Resource Engineering and Water Resources Planning and Management 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40517(2000)299.

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Solnik, Wlodzimierz, and Zbigniew Zajda. "Aeration system control in biological waster water treatment plants." In 2008 International Conference on Machine Learning and Cybernetics (ICMLC). IEEE, 2008. http://dx.doi.org/10.1109/icmlc.2008.4620989.

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Sowa-Watrak, Anita, and Mariusz Rzasa. "The impact of aeration for removal chloroform from water." In 2018 International Interdisciplinary PhD Workshop (IIPhDW). IEEE, 2018. http://dx.doi.org/10.1109/iiphdw.2018.8388378.

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Reports on the topic "Zone of aeration Water"

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Labranche, David F., and M. R. Collins. Stripping Volatile Organic Compounds and Petroleum Hydrocarbons from Water by Tray Aeration. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada323603.

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Deane, Grant B. Surf Zone and Very Shallow Water Communications Modeling: SIO Component. Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada628126.

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Moline, Mark A. Bioluminescence Potential in the Transition Zone to Very Shallow Water (VSW). Defense Technical Information Center, 2010. http://dx.doi.org/10.21236/ada541590.

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C. Yang. PORE-WATER ISOTOPIC COMPOSITION AND UNSATURATED-ZONE FLOW, YUCCA MOUNTAIN, NEVADA. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/860271.

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Y.S. WU, A. C. RITCEY AND G. S. BODVARSSON. A MODELING STUDY OF PERCHED WATER PHENOMENA IN THE VADOSE ZONE. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/776445.

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Moline, Mark A. Bioluminescence Potential in the Transition Zone to Very Shallow Water (VSW). Defense Technical Information Center, 2007. http://dx.doi.org/10.21236/ada574427.

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Brainard, James, and Amy Coplen. Vadose Zone Monitoring of Dairy Green Water Lagoons using Soil Solution Samplers. Office of Scientific and Technical Information (OSTI), 2005. http://dx.doi.org/10.2172/1141803.

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K.M. SCOFIELD. METHODS FOR PORE WATER EXTRACTION FROM UNSATURATED ZONE TUFF, YUCCA MOUNTAIN, NEVADA. Office of Scientific and Technical Information (OSTI), 2006. http://dx.doi.org/10.2172/886556.

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Geller, J. T., C. Doughty, and J. C. S. Long. Disturbed zone effects: Two phase flow in regionally water-saturated fractured rock. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/131165.

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Ward, Anderson L., Todd G. Caldwell, and Glendon W. Gee. Vadose Zone Transport Field Study: Soil Water Content Distributions by Neutron Moderation. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/965233.

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