Relevant bibliographies by topics / Mark pool (no water)

Academic literature on the topic 'Mark pool (no water)'

Author: Grafiati
Published: 10 December 2022
Last updated: 29 January 2023

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Journal articles on the topic "Mark pool (no water)"

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Yan, Jin, and Francis Bolger. "Evaluation of pool swell velocity during large break loss of coolant accident in boiling water reactor Mark III containment design." Nuclear Engineering and Design 240, no. 7 (July 2010): 1789–94. http://dx.doi.org/10.1016/j.nucengdes.2010.02.015.

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Maerten, Evelien, Marcel Eens, and Guy Knaepkens. "Performance of a pool-and-weir fish pass for small bottom-dwelling freshwater fish species in a regulated lowland river." Animal Biology 57, no. 4 (2007): 423–32. http://dx.doi.org/10.1163/157075607782232134.

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AbstractAlthough small benthic freshwater fish species are an important biological component of fish assemblages and free instream movement is indispensable for their survival, they are often neglected in fish pass performance studies. In this study, a capture-mark-recapture approach was used to assess whether small bottom-dwelling species, including gudgeon (Gobio gobio), stone loach (Barbatula barbatula), spined loach (Cobitis taenia) and bullhead (Cottus gobio), were able to cross a pool-and-weir fish pass in a regulated lowland river. Some tagged individuals of stone loach (18%), gudgeon (7%) and spined loach (2%) managed to successfully ascend the fish pass under study, despite the fact that water velocity levels in the different overflows of the facility (between 0.55-1.22 m/s) exceeded the critical swimming speed of all three species. Although this suggests that a pool-and-weir fish pass is a able to facilitate upstream movement of some small benthic species in a regulated river, more detailed research incorporating advanced tagging and retrieving techniques is necessary.
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Venkataramaiah, Ch, G. Swathi, and W. Rajendra. "MORRIS WATER MAZE – A BENCH MARK TEST FOR LEARNING AND MEMORY DISORDERS IN ANIMAL MODELS: A REVIEW." Asian Journal of Pharmaceutical and Clinical Research 11, no. 5 (May 1, 2018): 25. http://dx.doi.org/10.22159/ajpcr.2018.v11i5.24292.

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The morris water maze (MWM) was developed by morris as a device to investigate spatial learning and memory in laboratory rats. MWM has become one of the most frequently used laboratory tools in behavioral neuroscience. The MWM task has been often used in the validation of rodent models for neurocognitive disorders (e.g., Parkinson, Alzheimer, Epilepsy, and Schizophrenia), and the evaluation of possible neurocognitive treatments. It is also being used to assess the properties of established potential antipsychotics in animal models of Schizophrenia. The MWM task requires rats to find a hidden platform in a large, circular pool of water that is colored opaque with powdered non-fat milk (or) non-toxic tempera paint where they must swim to the hidden platform. Because they are in the opaque water, the animals cannot see the platform and cannot rely on scent to find the escape route. Instead, they must rely on extra-maze cues. The behavior of rat can be evaluated by analyzing the different parameters such as escape latency, swim speed, and path length, and probe trail. The purpose of this review is to briefly describe procedural aspects, interpretational difficulties of data and advantages of MWM. This paradigm has become a benchmark test for learning and memory difficulties in animal models and preclinical research in general.
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Ferrell, DJ, GW Henry, JD Bell, and N. Quartararo. "Validation of annual marks in the Otoliths of young Snapper, Pagrus auratus (Sparidae)." Marine and Freshwater Research 43, no. 5 (1992): 1051. http://dx.doi.org/10.1071/mf9921051.

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In April 1989, young-of-the-year snapper (Pagrus auratus) were captured from the wild and injected with tetracycline. The fish were reared on natural food in a large pool with flowing sea water under ambient marine conditions. Two fish were removed every two months for two years, and the growth of their otoliths, relative to the tetracycline mark, was measured. Growth of the otoliths was greatest in spring and summer and least during winter. Opaque marks appeared in the otoliths of fish during both winters of the study. Our results confirm that the opaque marks in otoliths of young snapper can be used to determine the age of the fish in years.
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Mcleod, M., and D. Goldney. "Home Range, Burrow Usage and Diel Activity of Platypuses on the Duckmaloi Weir, New South Wales." Australian Mammalogy 20, no. 2 (1998): 308. http://dx.doi.org/10.1071/am98319.

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Platypuses, Ornithorhynchus anatinus, have been studied on the Duckmaloi River, New South Wales, in a long term mark-release-recapture project from 1986 to 1996. Some animals are recaptured regularly, while others are trapped only once. A high percentage of juveniles are never retrapped. New animals continue to be captured each year. Hence radio-tracking was employed to examine the movements of animals within the river system including their spatial utilisation of the Duckmaloi Weir. Concurrent studies on activity patterns and burrow usage were undertaken. Seventeen animals (I 0 juveniles, 2 subadults and 5 adults) were radio-tracked for various lengths of time between January and October 1993. Telemetric data revealed that radio-tagged animals were not recaptured on all possible occasions. Home ranges (length of river) varied from 0.5 km to 3.5 km. Home ranges of all animals, overlapped extensively, while core area overlap also occurred in the pool behind the Duckmaloi weir. One juvenile male dispersed 8.5 km upstream from the weir. Platypuses typically utilised areas when feeding with water depth between I to 2.5 m, rarely using areas less than 0.5 m deep. Juvenile platypuses were crepuscular and nocturnal, while adults, although mainly nocturnal also exhibited individual variations in diurnality. Although some individuals remained active throughout the night, others returned to burrows before re-entering the water. Animals commonly returned to certain burrow complexes with some exhibiting a higher degree of burrow site specificity than others. Certain burrows were used by nearly all radio-tagged animals over time while others were used by only a select number of individuals. Some animals tracked in the weir pool were found to share burrows.
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Chuvashova, I. S., R. Alokla, and S. V. Rasskazov. "Infiltration of clay into pores and cavities of Neogene basalts from Eastern Sayans." Geology and Environment 1, no. 1 (2021): 16–26. http://dx.doi.org/10.26516/2541-9641.2021.1.16.

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Clay tonsils mark permeable porous boundaries of basaltic flows. Poor penetration of water is expressed in local occurrence of smectite-sepiolite tonsils with admixtures of halloysite and polygorskite. Increasing water infiltration that results in complete filling of pores and cavities in basalts by the same clay minerals is accompanied by the entry of a goethite admixture. Mature weathering crust on basalts is characterized by smectite-goethite composition without sepiolite. The cryptic clay mineralization of permeable basalt layers might result in overestimating ages in K-Ar system and distortion of primary geochemical signatures of volcanic rocks.
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Alam, MK, MR Islam, S. Saha, MN Islam, and SM Azaharul Islam. "Internal defects and water absorption behavior of environmentally friendly brick-MAB using film neutron radiography technique." Journal of Bangladesh Academy of Sciences 38, no. 1 (August 27, 2014): 1–6. http://dx.doi.org/10.3329/jbas.v38i1.20197.

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Film neutron radiography (NR) technique has been adopted to study the internal defects likehomogeneity, porosity, incremental intrusion area, initial rapid absorption (IRA) and water penetratingheight/behavior of the automated machine made environmentally friendly brick-MAB sample.Thermal neutron radiography facility installed at the tangential beam port of 3 MW TRIGA MARK-IIreactor was used in this study. In here optical density or gray values of the neutron radiographicimages of the sample was measured. From the measurement it was found that most of the areas of thissample were homogeneous, which indicateed the presence of a little bit internal porosity andabsorption of water to be very poor. It also showed that its initial rapid absorption was less and waterabsorption behavior was capillary and of wave shape. DOI: http://dx.doi.org/10.3329/jbas.v38i1.20197 Journal of Bangladesh Academy of Sciences, Vol. 38, No. 1, 1-6, 2014
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Corradini, C., and F. Melone. "Representation of Infiltration in Adaptive Rainfall – Runoff Models." Hydrology Research 23, no. 5 (October 1, 1992): 291–304. http://dx.doi.org/10.2166/nh.1992.0020.

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The reliability of the extended Time Compression Approximation (TCA), commonly adopted in watershed models in order to represent the infiltration associated with erratic rainfalls, is investigated. This approximation is considered as a component of an adaptive real-time flood forecasting model. The forecasted flows are compared with those obtained replacing the extended TCA with the Complex Storm Point Infiltration Model (CSPIM) recently proposed by Smith et al. (1993). The discharge forecasted through the infiltration component based on the numerical solution of Richards' equation is used as a bench mark. The models were applied to situations representative of real areas in Central Italy. The CSPIM based watershed model was found to provide excellent results. The TCA based model, in spite of the adaptive component, yielded poor results for various rainfall patterns. However, it seems to be a reasonable approximation when a uniform rainfall spatial distribution is involved.
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Mohan, Udit, Randhir Singh, and Prem Singh. "Water quality assessment and physicochemical parameters of groundwater in District Hapur, Uttar Pradesh, India." Environment Conservation Journal 14, no. 3 (December 21, 2013): 143–49. http://dx.doi.org/10.36953/ecj.2013.14324.

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The present study investigation of the ground water contamination of Hapur district (U.P.), India has been carried out. The ground water samples were collected from different locations from hand pumps mark II in Hapur district.Water Quality Index (WQI) of drinking water has been assessed by using various physicochemical & biological parameters for the ground wateranalysis. Water samples were analysed using various physicochemical and biological parameters such as pH, Electrical Conductivity, Total Dissolved Solid, Total Hardness, Chloride, Fluoride, Nitrate, Sulphate, Total Acidity, Total Alkalinity, Chemical Oxygen Demand (COD), Biological Oxygen Demand (BOD) and Dissolved Oxygen (DO)etc. and the results compared with the standards given by WHO, ICMR and BISThe correlation between different parameters was also assessed. The average values of physicochemical and biological parameters were observed as pH 7.86, Electrical conductivity 1206.67mmhos/cm, TH 734.17 mg/l, acidity 352.08 mg/l, total alkalinity 464.17 mg/l, TDS 645.17 mg/l, chloride 85.50mg/l, fluoride 0.77 mg/l, nitrate 45.99 mg/l, sulphate 160.39 mg/l, COD 12.79 mg/l, DO 4.08 mg/l and BOD 1.99 mg/l respectively. The WQI of different blocks of district Hapur reveals that the water quality is poor for drinking and other activities.
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Parker, Israel D., Roel R. Lopez, Reema Padia, Meghan Gallagher, Raghupathy Karthikeyan, James C. Cathey, Nova J. Silvy, and Donald S. Davis. "Role of free-ranging mammals in the deposition of Escherichia coli into a Texas floodplain." Wildlife Research 40, no. 7 (2013): 570. http://dx.doi.org/10.1071/wr13082.

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Context The role of wildlife in faecal pollution of water bodies (deposition of Escherichia coli (E. coli)) is not well understood. Current water-quality and land-use planning research largely relies on unreliable wildlife data (e.g. poor sourcing of abundance estimates, population density estimates applied to multiple fundamentally different areas, suspect or insufficiently described data collection techniques) Aims Our goal for the present research was to investigate deposition of E. coli into a floodplain by free-ranging mammals. Objectives of the research were to determine the density of important free-ranging meso- and large mammals in the study area, determine faecal E. coli loads for each species, and evaluate spatial data on species-specific faecal deposition. Methods We conducted our research in south-eastern Texas, USA, on two cattle ranches bisected by Cedar Creek (44-km long). Cedar Creek has elevated E. coli concentrations. We conducted mark–recapture and mark–resight population density estimates (2008/09) for meso- and large mammals in the study areas. We collected faecal samples from all captured wildlife. We also conducted transects through the study area to determine faecal-deposition patterns. Key results We found that raccoons (Procyon lotor), wild pigs (Sus scrofa), Virginia opossums (Didelphis virginiana) and white-tailed deer (Odocoileus virginianus) all had substantial faecal E. coli loads and population densities, thus implying an important role in E. coli deposition into the study floodplain. All species were widely distributed through the floodplain. Conclusions Free-ranging mammals contribute E. coli to floodplains and potentially affect water quality. We determined that four species commonly found in floodplains throughout North America all contributed E. coli to the study floodplain, thus implying mammal E. coli contributions in many locations and this is potentially important for E. coli management. Implications Improved locally specific mammal population estimates and estimates of locally derived E. coli concentration will improve floodplain and water-quality models that often depend on data of various quality. Additionally, our analyses demonstrated the need for continued research into the role of wildlife in E. coli deposition.
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Dissertations / Theses on the topic "Mark pool (no water)"

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Bullock, Gillian. "Disinfection of swimming pool water." Thesis, Cranfield University, 2003. http://dspace.lib.cranfield.ac.uk/handle/1826/108.

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Results from this study, which has investigated the impact of the treatment technologies of chlorination, ozonation and UV irradiation on pool water quality are reported. The aim of the study was to evaluate the effect of these technologies in an unbiased way using a unique protocol, and to calculate a mass balance across the pool system. Data refer to a protocol based on operation of a 2.2m (cubed) capacity pilot swimming pool, which allows the comparison of technologies applied with reference to the propensity to generate the chlorinated disinfection by-products (DBPs) of chloramines and trihalomethanes (THMs). The protocol makes use of a specially developed body fluid analogue (BFA), containing simulant endogenous organic matter, with a soiling analogue consisting of commercial humic acid (HA). Using this analogue, levels of organic carbon (OC) and chloramines similar to those recorded in real pools have been obtained, along with somewhat lower levels of THMs. Results revealed conventional chlorination leads to steady-state TOC and DBP levels following an equilibrium period of 200-600 hours, with concentration values which are dependent on BFA loading rate. Following equilibration nitrate is the only DBP accumulating in the pool water, accounting for between 4% and 28% of the ammoniacal nitrogen loaded into the pool depending upon the operating conditions (primarily the Cl:N ratio). Both UV irradiation and ozonation, the latter combined with downstream adsorption, provide a similar efficacy in reducing chloramine levels, with their effect on THM and nitrate formation being highly dependent on the pH level and chlorine dose rate. This study builds on previous experimentation by including a more rigorous analysis of ozone-GAC with respect to DBP formation, a unique analysis of UV irradiation and a more comprehensive mass balance calculation of C, Cl and N across the pool. The study has established that no accumulation of carbon takes place in the pool, contrary to postulations made in previous published studies, and that the balance between the chloramines and THM DBPs is significantly affected by the HA loading.
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Skibinski, Bertram. "Swimming pool water treatment with conventional and alternative water treatment technologies." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2018. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-233929.

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To mitigate microbial activity in swimming pools and to assure hygienic safety for bathers, pool systems have a re-circulating water system ensuring continuous water treatment and disinfection by chlorination. A major drawback associated with the use of chlorine as disinfectant is its potential to react with organic matter (OM) present in pool water to form potentially harmful disinfection by-products (DBP). In this thesis, the treatment performance of different combinations of conventional and novel treatment processes was compared using a pilot scale swimming pool model that was operated under reproducible and fully controlled conditions. The quality of the pool water was determined in means of volatile DBPs and the concentration and composition of dissolved organic carbon (DOC). Further, overall apparent reaction rates for the removal of monochloramine (MCA), a DBP found in pool water, in granular activated carbon (GAC) beds were determined using a fixed-bed reactor system operated under conditions typical for swimming pool water treatment. The reaction rates as well as the type of reaction products formed were correlated with physico-chemical properties of the tested GACs.
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Taylor, Kevin Emory. "An experimental investigation of a bubbling three-phase pool." Thesis, Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/17265.

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Black, S. H. "Disinfection by-product formation from swimming pool water disinfection." Thesis, Cranfield University, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.284924.

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Karlström, Viktor. "Mathematical Analysis of Peformance Fees with High-Water Mark." Thesis, KTH, Industriell ekonomi och organisation (Inst.), 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-124075.

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Abstract Purpose – The purpose of this thesis is to give the investors a better understanding on how to interpret the costs of funds with performance fee with high-water mark and give some guidelines when comparing funds with different fee structures, i.e. mutual funds and hedge funds. Mathematical approaches – Two mathematical approaches are used in the study. The first approach is to describe the high-water mark contract as a partial differential equation, which has the characteristics of Black-Scholes equation. The second approach is to numerically simulate the evolution of a fund’s value. During the development of the fund’s value the cost of the fees are calculated and discounted. Findings – It is found that the expected cost of the performance fee with high-water mark, vary a lot. An example is when the volatility increases the expected cost of performance fee drastically raises while the management fee is unchanged. Another interesting finding is that the order of when the fees’ are charged affects the expected cost of the performance fee. Conclusion – The guidelines for the investor is to invest in a fund with a performance fee in low volatile markets and a fund with just the management fee in high volatile markets. Another impact is the time step which the high-water mark level is controlled. The investor wants these controls as infrequently as possible. If the controls are done at a daily basis the expected cost of the performance fee is higher than in a monthly control. It is also concluded that the Normanbelopp of a fund with a performance fee should not be trusted. Key-words:
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Talari, Kiran. "LIQUID CRYSTAL THERMOGRAPHY STUDIES IN WATER POOL BOILING AT SUBATMOSPHERIC PRESSURES." Master's thesis, University of Central Florida, 2007. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3388.

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A pool boiling experimental facility has been designed and built to investigate nucleate pool boiling in water under sub atmospheric pressure. Liquid crystal thermography, a non intrusive technique, is used for the determination of surface temperature distributions. This technique uses encapsulated liquid crystals that reflect definite colors at specific temperatures and viewing angle. Design of the test section is important in this experimental study. Since a new TLC is required for every new set of test conditions, a permanently sealed test section is not an option. The real challenge is to design a leak proof test section which is flexible so that it can be taken apart easily. A plexiglass test section, including a top chamber with an internal volume of 60.9 x 60.9 x 66.4 mm and a bottom plate of 5.5mm thickness is designed and assembled together using quick grips. In the test section, water is boiled using 85.0mm x 16.0mm and 0.050mm thick Fecralloy® as the heating element. The TLC sheet is attached to the bottom plate and the heating element is placed on top of TLC so that the temperature distribution of the heating element during boiling can be interpreted from TLC. A camera system fast enough to capture the thermal response of the TLC and an arrangement to capture both hue of the TLC and growth of the bubble on the same frame has been designed and successfully used. This system allowed recording of position, size and shape of the bubble with synchronized surface temperature. In order to get hue vs. temperature relation, in-situ calibration of the TLC is performed for each test condition with the present experimental setup and lighting conditions. It is found that the calibration curve of the TLC at atmospheric pressure is different from the calibration curve of the same TLC at subatmospheric pressures. The maximum temperature difference between the two curves for the same hue is found to be only 0.6°C. The experiment is run at four different test conditions of subatmospheric pressure and low heat flux. It is run at system pressures of 6.2kPa (0.89Psi) and 8.0kPa (1.16Psi) with a constant heat flux of 1.88kW/m2 and 2.70kW/m2, and a constant heat flux of 2.70kW/m2, 3.662kW/m2 and 4.50 kW/m2 respectively. Analysis of nucleating surface temperatures using thermochromic liquid crystal technique is performed for these test conditions and the bubble dynamics is studied. The temperature distribution is quite varied in each case and the temperature is at its maximum value at the center of the bubble and it decreases radially from the center. The dry spot observed during the experiments indicates that the process of evaporation of the microlayer is dominant at subatmospheric pressures. It is observed that at very low pressure and heat flux the bubble growth is accompanied by the neck formation. Boiling parameters such as bubble frequency, bubble size and contact are also analyzed and a summary of these results for four different test conditions is presented and the relevant differences between the cases are discussed and the effect of increase in pressure and heat flux is noted.
M.S.
Department of Mechanical, Materials and Aerospace Engineering;
Engineering and Computer Science
Mechanical Engineering
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Bradley, Patrick Joseph. "Suburban pool house~desert bath house a regionally-appropriate water concious living unit; justification for the single-family swimming pool." Thesis, The University of Arizona, 2009. http://hdl.handle.net/10150/192293.

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Gonzalez, de Macias Ma Refugio. "Plankton and physiochemical factors in a vernal pool." Scholarly Commons, 1989. https://scholarlycommons.pacific.edu/uop_etds/2183.

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Recently the uniqueness of the vernal pool habitat has been recognized by several groups of biologists. A survey of the literature reveals that interest of botanists, but one notes a lack of information of plankton which are so fundamental in the food web. Therefore, a taxonomic survey of the plankton seems appropriate. In the present study, the abundance of the predominant species of plankton were studied during a seasonal and also diurnal cycle. A possible correlation of this information with some physicochemical factors was also tested. Because of time constraints this study was limited to one pool but hopefully other researchers will extend this work in the future.
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Lo, Ka Meng. "A novel design of underwater vehicle-manipulator systems for cleaning water pool." Thesis, University of Macau, 2010. http://umaclib3.umac.mo/record=b2494142.

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Verma, Utkarsh. "Experimental study of saturated pool boiling in water with a fluorinated reagent." University of Cincinnati / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1343085793.

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Books on the topic "Mark pool (no water)"

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Barto, Andrew. Consequence study of a beyond-design-basis earthquake affecting the spent fuel pool for a U.S. Mark I boiling water reactor. Washington, DC: U.S. Nuclear Regulatory Commission, Office of Nuclear Regulatory Research, 2014.

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Water mark. Cincinnati, OH: Samhain Pub., 2012.

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Mark, Ravenhill, ed. Pool (no water): And, Citizenship. London: Methuen Drama, 2006.

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Tamminen, Terry. The professional pool maintenance manual. New York: McGraw-Hill, 1995.

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High water mark: Prose poems. Pittsburgh, Pa: University of Pittsburgh Press, 2004.

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Tamminen, Terry. The pool maintenance manual. New York: McGraw-Hill, 1996.

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Crooks, Mary L. Our water mark: Australians making a difference in water reform. Melbourne, Vic: Victorian Women's Trust, 2007.

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Dukes, Randy. Pool surfaces: Problems and solutions. 7th ed. Indian Rocks Beach, FL: Techlines, 2005.

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Bradner, L. A. Hydrology of the Floral City Pool of Tsala Apopka Lake, west-central Florida. Tallahassee, Fla: Dept. of the Interior, U.S. Geological Survey, 1988.

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Mueller, Cookie. Walking through clear water in a pool painted black. New York: Semiotext(e), 1990.

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Book chapters on the topic "Mark pool (no water)"

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Carpenter, Stanley D. M., Kevin J. Delamer, James R. McIntyre, and Andrew T. Zwilling. "High Water Mark." In The War of American Independence, 1763-1783, 74–95. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003041276-5.

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Howell, Michael J. "Conclusion: A High-Water Mark?" In Capital Wars, 267–79. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-39288-8_14.

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Bailey, Victor. "The high-water mark of rehabilitation." In The Rise and Fall of the Rehabilitative Ideal, 1895–1970, 377–419. Abingdon, Oxon ; New York, NY : Routledge, 2019.: Routledge, 2019. http://dx.doi.org/10.4324/9780429022203-11.

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Krohn, Simon, Simbarashe Mangwengwende, and Lawrence Musaba. "Electrical Power Planning in SADC and the Role of the Southern African Power Pool." In Springer Water, 133–51. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-28464-4_6.

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Yasuda, Youichi, Takashi Ohnishi, and Iwao Ohtsu. "Flow Characteristics of Pool-Type Fishway with Trapezoidal Section." In Advances in Water Resources and Hydraulic Engineering, 2014–18. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_345.

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Igreja, J. M., and J. M. Lemos. "Nonlinear Model Predictive Control of a Water Distribution Canal Pool." In Nonlinear Model Predictive Control, 521–29. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-01094-1_42.

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Suriyawong, A., A. S. Dalkilic, and S. Wongwises. "Nucleate Pool Boiling Heat Transfer Correlation for TiO2-Water Nanofluids." In Nanofluids, 171–88. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2012. http://dx.doi.org/10.1520/stp156720120011.

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Kvet, Michal, and Karol Matiasko. "Temporal Flower Index Eliminating Impact of High Water Mark." In Innovations for Community Services, 85–98. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-93408-2_7.

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Onitsuka, Kouki, Juichiro Akiyama, Yusuke Mori, Yohei Iiguni, and Tatsuya Kobayashi. "Effects of Notch Ratio on Migration Rate in Pool-And-Weir Fishways." In Advances in Water Resources and Hydraulic Engineering, 2247–52. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_386.

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Ma, Bin, Jijian Lian, and Xizhu Liu. "Safety Evaluation and Dynamic Coupling Analysis of Counter-Arched Slab in Plunge Pool." In Advances in Water Resources and Hydraulic Engineering, 1899–905. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_326.

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Conference papers on the topic "Mark pool (no water)"

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Girard, Adam R., Jinsub Kim, and Seung M. You. "Pool Boiling Heat Transfer of Water on Hydrophilic Surfaces With Different Wettability." In ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-67294.

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The effect of wettability on boiling heat transfer (BHT) coefficient and critical heat flux (CHF) in pool boiling of water on hydrophilic surfaces having different contact angles was investigated. Hot alkali solutions were utilized to promote cupric and cuprous oxide growth which exhibited micro and nanoscale structures on copper surfaces, with thicknesses on the order of a couple of micrometers. These structure and surface energy variations result in different levels of wettability and roughness while maintaining the effusivity of the bare copper surface. The study showed that the BHT coefficient has an inverse relationship to wettability; the BHT coefficient decreases as wettability increases. Furthermore, it was shown that this dependency between BHT coefficient and wettability is more significant than the relationship between BHT coefficient and surface roughness. The CHF was also found to increase with increases in wettability and roughness. For the most hydrophilic surface tested in this study, CHF values were recorded near the 2,000 kW/m2 mark. This value is compared with maximum values reported in literature for water on non-structured flat surfaces without area enhancements. Based on these results it is postulated that there exists a true hydrodynamic CHF limit for pool boiling with water on flat surfaces, very near 2,000 kW/m2, independent of heater material, representing an 80% increase in the limit suggested by Zuber [1].
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Pace, Raymond M., and Jason Ritzel. "Elimination of BWR Mark I Program Primary Containment Drywell-to-Wetwell Differential Pressure." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21001.

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Abstract The Boiling Water Reactor (BWR) Mark I (Mk I) Containment Program was implemented by the Owner’s Group circa 1970 to mitigate the effects of small, intermediate and design bases, Loss of Coolant Accident (LOCA), pipe break accidents on the torus, supports, internal structures and attached piping [1 & 2]. One of the significant mitigation attributes implemented during the Mk I Program is Normal Operation (NO) with a drywell-to-wetwell Differential Pressure (dP) maintained by the plant Nitrogen Make-up System used to inert the Primary Containment (PC) [3]. The differential pressure served to reduce the downcomer water leg in the vent system resulting in significantly reduced vent system thrust and pool swell loads. The vent system is designed to transport the mixture of drywell atmosphere, steam, and water forced from the drywell by the increasing pressure post-accident, quenching it in the pool of water maintained in the suppression chamber (torus). Based on plant experience, to sustain PC dP requires frequent venting of the Torus or nitrogen make-up to the drywell requiring Standby Gas System operation and cycling of PC vent and purge valves which places additional burden on the charcoal filters. The venting also places burden on Control Room Operators to perform the required actions and maintain Technical Specification (TS) limits. Elimination of the dP benefits plant operation by minimizing cycling of PC Isolation Valves, reduction of burden on Control Room operators due to the wider pressure control envelop, reduction in Standby Gas System cycles extending charcoal filter life and a reduction of the nitrogen make-up [4]. Overall, the Utility estimates that elimination of the dP will provide an estimated cost savings of $0.5 M per year.
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Ishikawa, Jun, Tomoyuki Sugiyama, and Yu Maruyama. "Source Term Analysis Considering B4C/Steel Interaction and Oxidation During Severe Accidents." In 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-67858.

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The Japan Atomic Energy Agency (JAEA) is pursuing the development and application of the methodologies on fission product (FP) chemistry for source term analysis by using the integrated severe accident analysis code THALES2. In the present study, models for the eutectic interaction of boron carbide (B4C) with steel and the B4C oxidation were incorporated into THALES2 code and applied to the source term analyses for a boiling water reactor (BWR) with Mark-I containment vessel (CV). Two severe accident sequences with drywell (D/W) failure by overpressure initiated by loss of core coolant injection (TQUV sequence) and long-term station blackout (TB sequence) were selected as representative sequences. The analyses indicated that a much larger amount of species from the B4C oxidation was produced in TB sequence than TQUV sequence. More than a half of carbon dioxide (CO2) produced by the B4C oxidation was predicted to dissolve into the water pool of the suppression chamber (S/C), which could largely influence pH of the water pool and consequent formation and release of volatile iodine species.
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Ose, Yasuo, and Tomoaki Kunugi. "Numerical Study on Subcooled Pool Boiling." In ASME/JSME 2011 8th Thermal Engineering Joint Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/ajtec2011-44401.

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This study focuses on the clarification of the heat transfer characteristics of the subcooled pool boiling, the discussion on its mechanism, and finally the establishment of a boiling and condensation model for numerical simulation on the subcooled pool boiling phenomena. In this paper, the boiling and condensation model is improved by introducing the following models based on the quasi-thermal equilibrium hypothesis; (1) a modified phase-change model which consisted of the enthalpy method for the water-vapor system, (2) a relaxation time derived by considering unsteady heat conduction. Resulting from the numerical simulations on the subcooled pool boiling based on the MARS (Multi-interface Advection and Reconstruction Solver) with improved boiling and condensation model, the numerical results regarding the bubble growth process of the subcooled pool boiling show in good agreement with the experimental observation results and the existing analytical equations.
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Cho, H. K., D. U. Seo, M. O. Kim, and G. C. Park. "Study on the Heat Transfer in the Water Pool Type Reactor Cavity Cooling System of the Very High Temperature Gas Cooled Reactor." In ASME 2005 Summer Heat Transfer Conference collocated with the ASME 2005 Pacific Rim Technical Conference and Exhibition on Integration and Packaging of MEMS, NEMS, and Electronic Systems. ASMEDC, 2005. http://dx.doi.org/10.1115/ht2005-72589.

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In the HTGR (High Temperature Gas Cooled Reactor), the Reactor Cavity Cooling System (RCCS) is equipped to remove the heat transferred from the reactor vessel to the structure of the containment. The function of the RCCS is to dissipate the heat from the reactor cavity during normal operation including shutdown. The system also removes the decay heat during the loss of forced convection (LOFC) accident. A new concept of the water pool type RCCS was proposed at Seoul National University. The system mainly consists of two parts, water pool located between the containment and reactor vessel and five trains of air cooling system installed in the water pool. In normal operations, the heat loss from the reactor vessel is transferred into the water pool via cavity and it is removed by the forced convection of air flowing through the cooling pipes. During the LOFC accident, the after heat is passively removed by the water tank without the forced convection of air and the RCCS water pool is designed to provide sufficient passive cooling capacity of the after heat removal for three days. In the present study, experiments and numerical calculations using CFX5.7 for the water pool and cooling pipe were performed to investigate the heat transfer characteristics and evaluate the heat transfer coefficient model of the MARS-GCR (Multi-dimensional Analysis of Reactor Safety for Gas Cooled Reactor Analysis) which was developed for the safety analysis of the gas cooled reactor. From the results of the experiments and CFX calculations, heat transfer coefficients inside the cooling pipe were calculated and those were used for the assessment for the heat transfer coefficient model of the MARS-GCR.
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Liu, Zhelin, John Michael Harris, Jichuan Liu, Dong Han, and Lei Liu. "Traditional Versus New Technology Boiler Drum Water Level Instruments." In ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63203.

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The art and science of boiler drum water level measurement has long been the source of questionable results. A low-tech examination of the boiler drum reveals where the drum level has been controlling — there is a water mark inside the drum. The problem is obvious; the mark in the drum and that in the control system do not agree. The level is off by a wide margin. This paper seeks to explain how poor assumptions are the source of the error. Then two design approaches are considered to eliminate the sources of error. Consider that boiler drum water is not saturated; feedwater entering from the economizer is below saturation. Also consider the constant head chamber. Typically, the reference leg is considered to be at ambient temperature, but it is really a gradient starting at near drum temperature. The effect of these two poor assumptions is a relatively large error such that the true level is different from indicated level. Once this situation is understood, it is possible to redesign instruments which take the actual situation into account. One such instrument is nearly the same as the original DP-type instrument, but the constant head chamber is located inside the drum. This design change deals with both errors. It eliminates the differences in temperature and density between the constant head leg and the water inside the drum. It also exposes the constant head leg to the exact same temperature as the boiler water, thus eliminating the need for complicated (and incorrect) formulae to compensate for the differences in density. A second design approach is to “steam jacket” an instrument located outside the drum, thus eliminating the differences in temperature and density. This is an appropriate way to deal with the Conductivity Probe and the Boiler Water gauge glass. By steam jacketing these instruments, we can make the water temperature between the indicator and the drum almost the same.
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Wing, Mark, and Richard Woolf. "Radnor Bridge." In Footbridge 2022 (Madrid): Creating Experience. Madrid, Spain: Asociación Española de Ingeniería Estructural, 2021. http://dx.doi.org/10.24904/footbridge2022.229.

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<p>Two residents of southwest London living either side of the River Thames, Richard Woolf (architect) and Mark Wing (creative strategist) continue to drive an initiative to convert the community’s ‘need’ for a footbridge into a ‘desire’ to see it realised. Described in their initial paper which Mark delivered at Footbridge 2014 in London, the aim is to build a cycle and pedestrian bridge within the London Borough of Richmond upon Thames to connect two sides of the River Thames, separated by only 100m of water, namely;</p> <ul><li>On the east side (Surrey station) is Ham Lands – inaccessible, with leisure walks, nature reserves, heritage sites, polo grounds and sailing clubs, but with poor access to transport links. <li>On the west side (Middlesex station) is Strawberry Hill and Twickenham – densely populated, served well by major transport systems, with busy roads and places for education and work, but limited access to outdoor amenity space.</ul>
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Matsubara, Kento, Akifumi Yamaji, Xin Li, Daisuke Fujiwara, Hiroshi Shirai, and Takumi Noujuu. "Preliminary Investigation on Improvement of FP Management During BWR Severe Accident With MELCOR-2.2." In 2020 International Conference on Nuclear Engineering collocated with the ASME 2020 Power Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/icone2020-16182.

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Abstract According to the current Boiling Water Reactor (BWR) accident management procedure, the Reactor Pressure Vessel (RPV) is not depressurized until the core water level has decreased to a predetermined threshold level (e.g., 10% of the active fuel length from the bottom of the active fuel (BAF)) when the backup low pressure water injection is unavailable. In the meantime, significant Fission Products (FPs) may be released due to core degradation. In such case, excessive FP deposition on the RPV dome may lead to heat up and failure of the top flange sealing of the Primary Containment Vessel (PCV) due to radiation heat. For BWR4/Mark-I TQUV event, the relationship between the different depressurization timings and FP release and depositions (represented by CsI and CsOH) on RPV (especially, steam dryer and RPV dome), D/W, W/W have been highlighted with MELCOR-2.2 analyses. Overall, it may be understood that the later the depressurization timing, the later the RPV failure timing, but the larger the amount of FP released to RPV. The remaining FP not trapped by water pool were mostly deposited on the RPV steam dryer. Clear correlation between the FP deposition amount on the steam dryer and its temperature could be confirmed. However, more investigations may be necessary to reveal what determines the RPV dome temperature, which seemed to have limited influence on the D/W head temperature profile.
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Sato, Takashi, Keiji Matsumoto, Kenji Hosomi, and Keisuke Taguchi. "iB1350: A Generation III.7 Reactor After the Fukushima Daiichi Accident." In 2016 24th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/icone24-60523.

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iB1350 stands for an innovative, intelligent and inexpensive boiling water reactor 1350. It is the first Generation III.7 reactor after the Fukushima Daiichi accident. It has incorporated lessons learned from the Fukushima Daiichi accident and Western European Nuclear Regulation Association safety objectives. It has innovative safety to cope with devastating natural disasters including a giant earthquake, a large tsunami and a monster hurricane. The iB1350 can survive passively such devastation and a very prolonged station blackout without any support from the outside of a site up to 7 days even preventing core melt. It, however, is based on the well-established proven Advance Boiling Water Reactor (ABWR) design. The nuclear steam supply system is exactly the same as that of the current ABWR. As for safety design it has a double cylinder reinforced concrete containment vessel (Mark W containment) and an in-depth hybrid safety system (IDHS). The Mark W containment has double fission product confinement barriers and the in-containment filtered venting system (IFVS) that enable passively no emergency evacuation outside the immediate vicinity of the plant for a severe accident (SA). It has a large volume to hold hydrogen, a core catcher, a passive flooding system and an innovative passive containment cooling system (iPCCS) establishing passively practical elimination of containment failure even in a long term. The IDHS consists of 4 division active safety systems for a design basis accident, 2 division active safety systems for a SA and built-in passive safety systems (BiPSS) consisting of an isolation condenser (IC) and the iPCCS for a SA. The IC/PCCS pools have enough capacity for 7-day grace period. The IC/PCCS heat exchangers, core and spent fuel pool are enclosed inside the containment vessel (CV) building and protected against a large airplane crash. The iB1350 can survive a large airplane crash only by the CV building and the built-in passive safety systems therein. The dome of the CV building consists of a single wall made of steel and concrete composite. This single dome structure facilitates a short-term construction period and cost saving. The CV diameter is smaller than that of most PWR resulting in a smaller R/B. Each active safety division includes only one emergency core cooling system (ECCS) pump and one emergency diesel generator (EDG). Therefore, a single failure of the EDG never causes multiple failures of ECCS pumps in a safety division. The iB1350 is based on the proven ABWR technology and ready for construction. No new technology is incorporated but design concept and philosophy are initiative and innovative.
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Bryden, Kenneth M., and Nathan G. Johnson. "Understanding Rural Village Energy Needs and Design Constraints." In ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/detc2011-48669.

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Today the primary challenge confronting engineers is to develop clean, sustainable technologies that can meet the needs of all of the world’s people. Traditionally this effort has focused on meeting the needs of the developed world. It is generally assumed that products needed for the developing world already exist or are relatively simple and hence do not require significant engineering design effort. As a consequence, many of the products intended to meet the needs of the poor miss the mark and do not meet their needs. This is particularly true in the design of products and processes intended to address the energy needs of the rural poor. Too often a set of standard assumptions is used, resulting in poor problem definition. And, because the design problem is not well defined, the resulting products and processes fail. Throughout the developing world it is common to find village water and energy projects that have failed. To design products and processes that meet the energy needs of the rural poor, the critical first step in the design process is a detailed in-village study of energy production and consumption dynamics. Quantifying village energy dynamics provides insight into the unfulfilled or unsatisfied needs of the consumer, establishes the design constraints, aids the engineer and the community members in prioritizing needs, and builds trust with the local community. This paper presents a field methodology developed to understand the energy needs of a rural sub-Saharan village of 700 people and discusses how this field methodology was used to establish the design constraints needed for a comprehensive energy solution.
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Reports on the topic "Mark pool (no water)"

1

Dickson, John, Robert George, Leslie Moore, and Mark Moore. Analysis of the TRIGA Reactor Pool Water. Fort Belvoir, VA: Defense Technical Information Center, August 1993. http://dx.doi.org/10.21236/ada270956.

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2

Hudgens, Bian, Jene Michaud, Megan Ross, Pamela Scheffler, Anne Brasher, Megan Donahue, Alan Friedlander, et al. Natural resource condition assessment: Puʻuhonua o Hōnaunau National Historical Park. National Park Service, September 2022. http://dx.doi.org/10.36967/2293943.

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Natural Resource Condition Assessments (NRCAs) evaluate current conditions of natural resources and resource indicators in national park units (parks). NRCAs are meant to complement—not replace—traditional issue- and threat-based resource assessments. NRCAs employ a multi-disciplinary, hierarchical framework within which reference conditions for natural resource indicators are developed for comparison against current conditions. NRCAs do not set management targets for study indicators, and reference conditions are not necessarily ideal or target conditions. The goal of a NRCA is to deliver science-based information that will assist park managers in their efforts to describe and quantify a park’s desired resource conditions and management targets, and inform management practices related to natural resource stewardship. The resources and indicators emphasized in a given NRCA depend on the park’s resource setting, status of resource stewardship planning and science in identifying high-priority indicators, and availability of data and expertise to assess current conditions for a variety of potential study resources and indicators. Puʻuhonua o Hōnaunau National Historical Park (hereafter Puʻuhonua o Hōnaunau NHP) encompasses 1.7 km2 (0.7 mi2) at the base of the Mauna Loa Volcano on the Kona coast of the island of Hawaiʻi. The Kona coast of Hawaiʻi Island is characterized by calm winds that increase in the late morning to evening hours, especially in the summer when there is also a high frequency of late afternoon or early evening showers. The climate is mild, with mean high temperature of 26.2° C (79.2° F) and a mean low temperature of 16.6° C (61.9° F) and receiving on average 66 cm (26 in) of rainfall per year. The Kona coast is the only region in Hawaiʻi where more precipitation falls in the summer than in the winter. There is limited surface water runoff or stream development at Puʻuhonua o Hōnaunau NHP due to the relatively recent lava flows (less than 1,500 years old) overlaying much of the park. Kiʻilae Stream is the only watercourse within the park. Kiʻilae Stream is ephemeral, with occasional flows and a poorly characterized channel within the park. A stream gauge was located uphill from the park, but no measurements have been taken since 1982. Floods in Kiʻilae Stream do occur, resulting in transport of fluvial sediment to the ocean, but there are no data documenting this phenomenon. There are a small number of naturally occurring anchialine pools occupying cracks and small depressions in the lava flows, including the Royal Fishponds; an anchialine pool modified for the purpose of holding fish. Although the park’s legal boundaries end at the high tide mark, the sense of place, story, and visitor experience would be completely different without the marine waters adjacent to the park. Six resource elements were chosen for evaluation: air and night sky, water-related processes, terrestrial vegetation, vertebrates, anchialine pools, and marine resources. Resource conditions were determined through reviewing existing literature, meta-analysis, and where appropriate, analysis of unpublished short- and long-term datasets. However, in a number of cases, data were unavailable or insufficient to either establish a quantitative reference condition or conduct a formal statistical comparison of the status of a resource within the park to a quantitative reference condition. In those cases, data gaps are noted, and comparisons were made based on qualitative descriptions. Overall, the condition of natural resources within Puʻuhonua o Hōnaunau NHP reflects the surrounding landscape. The coastal lands immediately surrounding Puʻuhonua o Hōnaunau NHP are zoned for conservation, while adjacent lands away from the coast are agricultural. The condition of most natural resources at Puʻuhonua o Hōnaunau NHP reflect the overall condition of ecological communities on the west Hawai‘i coast. Although little of the park’s vegetation...
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V. King. POOL WATER TREATMENT AND COOLING SYSTEM DESCRIPTION DOCUMENT. Office of Scientific and Technical Information (OSTI), June 2000. http://dx.doi.org/10.2172/862039.

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4

Veil, J. A., J. M. Kupar, and M. G. Puder. USE of mine pool water for power plant cooling. US: ANL, November 2006. http://dx.doi.org/10.2172/898534.

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Powers, D. A. Source term attenuation by water in the Mark I boiling water reactor drywell. Office of Scientific and Technical Information (OSTI), September 1993. http://dx.doi.org/10.2172/10186838.

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Veil, J. A., and M. G. Puder. Update on use of mine pool water for power generation. Office of Scientific and Technical Information (OSTI), September 2006. http://dx.doi.org/10.2172/924684.

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J.A. Ziegler. CLASSIFICATION OF THE MGR POOL WATER TREATMENT AND COOLING SYSTEM. Office of Scientific and Technical Information (OSTI), August 1999. http://dx.doi.org/10.2172/860674.

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Gartner, John D., Mathew K. Mersel, and Robert W. Lichvar. Hydrologic Modeling and Flood Frequency Analysis for Ordinary High Water Mark Delineation. Fort Belvoir, VA: Defense Technical Information Center, February 2016. http://dx.doi.org/10.21236/ad1003776.

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Farmer, M. T. A Case Study on Severe Accident Water Addition and Water Management for a MARK I Containment. Office of Scientific and Technical Information (OSTI), September 2018. http://dx.doi.org/10.2172/1471700.

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Gartner, John D., Matthew K. Mersel, Lindsey E. Lefebvre, and Robert W. Lichvar. The Benefits and Limitations of Hydraulic Modeling for Ordinary High Water Mark Delineation. Fort Belvoir, VA: Defense Technical Information Center, February 2016. http://dx.doi.org/10.21236/ad1003777.

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