Relevant bibliographies by topics / Reedy Creek

Academic literature on the topic 'Reedy Creek'

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Published: 10 December 2022
Last updated: 28 January 2023

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Journal articles on the topic "Reedy Creek"

1

Parece, Tammy E., and Helen Ruth Aspaas. "Reedy Creek Cleanup: The Evolution of a University Geography Service-Learning Project." Journal of Geography 106, no. 4 (November 2007): 153–61. http://dx.doi.org/10.1080/00221340701658794.

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2

MacFarlane, Alexander, Kelly Saikkonen, and Ted McKim. "A Holistic Approach to Organics Co-Digestion: Harvest Power Orlando at Reedy Creek Improvement District." Proceedings of the Water Environment Federation 2014, no. 9 (October 1, 2014): 4538–49. http://dx.doi.org/10.2175/193864714815941090.

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3

Makarynskyy, О., and D. Makarynska. "Long-term natural flow regime (spells) analysis for water treatment discharges." Ukrainian hydrometeorological journal, no. 24 (December 9, 2019): 72–82. http://dx.doi.org/10.31481/uhmj.24.2019.07.

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Conducting mineral extraction activities usually requires obtaining a set of permits for each of the activities planned to be undertaken. This directly concerns water management and discharges associated with any mineral extraction operations. In response to the growing demand for energy resources worldwide, the industry demand for permits relating to the extraction of coal seam (and shale) gas also increased dramatically. This was in turn accompanied by the growing community concerns in regard to fracking and wastewater management practices. To address these concerns, the state governments in Australia developed a strict framework and guidelines for the permit application process and provided terms of reference for the environmental impact assessments, where required. In accord with the guidelines, a liquefied natural gas mining operator was conducting a research to assess several facets of water releases from Reedy Creek Water Treatment Facility to Yuleba Creek in Queensland. The scope for the research was developed in line with such guidelines and included estimating the downstream extents of flows from several Water Treatment Facility discharge volumes over a period of planned discharges. More specifically, the purpose of the study presented in this paper was to assess flows in Yuleba Creek before and after the proposed releases of treated water from the Reedy Creek Water Treatment Facility, and how the planned change to flow parameters would satisfy the regulatory guidelines. The assessment was based on 41 years of data collected at the Forestry Station gauge. An analysis of the obtained results suggested that the historical maximum was 25,825 ML/d. An analysis of the median flows suggested that the years 1983, 1999, and 2010-2012 had the highest medians of around 15 ML/d, 10 ML/d, and from 9 ML/d to 12 ML/d respectively. The median flow values would exceed from 0.09 ML/d to 0.69 ML/d flows during the months of February and March only. The lowest 90th percentile flows were obtained for the months from April through to October. The highest flow estimates would be in the months from November through to March. An analysis of the flow duration curves suggested that the annually averaged flow of 0.08 ML/d in the Yuleba Creek would be present for around 48% of the time. Flows predictabilities were calculated; for the baseline flow records, the value of predictability was 0.50, and the constancy/predictability ratio was 0.89. The rates of streamflow rise and fall were estimated and analysed. The results suggested that the rate of streamflow rise varied within a range from 0.0 up to 320.0 ML/d per day. The rates of streamflow fall was up to 15.0 ML/d per day.
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4

Crist, Anthony. "Reedy Creek, the Project Unique: A Unique Situation with Multiple Peculiar Challenges Leading to an Innovative Solution." Proceedings of the Water Environment Federation 2016, no. 4 (January 1, 2016): 633–58. http://dx.doi.org/10.2175/193864716821124782.

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5

Ayivi, Frederick, and Manoj K. Jha. "Estimation of water balance and water yield in the Reedy Fork-Buffalo Creek Watershed in North Carolina using SWAT." International Soil and Water Conservation Research 6, no. 3 (September 2018): 203–13. http://dx.doi.org/10.1016/j.iswcr.2018.03.007.

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6

Churchill, R. C., C. E. Meathrel, and P. J. Suter. "A retrospective assessment of gold mining in the Reedy Creek sub-catchment, northeast Victoria, Australia: residual mercury contamination 100 years later." Environmental Pollution 132, no. 2 (November 2004): 355–63. http://dx.doi.org/10.1016/j.envpol.2004.03.001.

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7

Dangerfield, P. C., and A. D. Austin. "Biology of Mesostoa kerri (Insecta: Hymenoptera: Braconidae: Mesostoinae), an Endemic Australian Wasp that Causes Stem Galls on Banksia marginata." Australian Journal of Botany 46, no. 4 (1998): 559. http://dx.doi.org/10.1071/bt97042.

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The biology of Mesostoa kerri Austin & Wharton, amember of the endemic Australian subfamily Mesostoinae, was investigated inthe laboratory and at the only known field site at Reedy Creek, SouthAustralia, where it causes stem galls onBanksia marginata Cav. Galls vary in shape fromspherical to elongate, with larger elongate galls appearing to inhibit distalfoliage growth. Their internal structure is characterised by a large number ofchambers occupied by wasp larvae, a melanised cambial layer, and partialdisruption and proliferation of xylem tissue. Larvae were observed to feeddirectly on the walls of their chambers. There is a direct relationshipbetween the size of galls and number of resident wasps, with the largest gallscontaining up to 300 individuals. Total wasps dissected from galls had a sexratio close to 1 : 1, although the ratio varied among galls from strongly maleto strongly female biased. Females are sluggish in behaviour and have not beenobserved to fly. They oviposit into preapical green stems and the pattern ofoviposition may determine the shape and size of the resultant gall. Male waspsemerge just prior to females and probably wait on galls for females to emergebefore mating. A number of factors, including the absence of early-stage gallsand substantial foliage growth distal to some galls inSeptember–October, indicates that M. kerri has anannual life cycle. Other gall residents occurred in 57% of sampledgalls, and included 11 species of Hymenoptera, 3 of Coleoptera and 1 ofLepidoptera. Data available for other Mesostoinae suggest thatBanksia is the exclusive host group and all species aregall formers.
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8

Gauterin, Frank, Jaroslaw Grochowicz, Michael Haverkamp, Holger Marschner, Johann Pankau, and Marian Rostek. "Creep groan — phenomenology and remedy." ATZ worldwide 106, no. 7-8 (July 2004): 15–18. http://dx.doi.org/10.1007/bf03225301.

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9

Xiao, Liang Li, Ming Yang Pan, and Meng Chen. "Estimating on Creep Strain for Ready-Mixed Concrete during Shrinkage." Applied Mechanics and Materials 357-360 (August 2013): 684–88. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.684.

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This paper presents the development of formulas to estimate the creep strain of the reinforced concrete specimens. The experimental part of the work focused on the dispersion of shrinkage strain between reinforced concrete and plain concrete specimens, as well as the equilibrium condition between concrete tension and reinforcement compression. Based upon the experimental data and development formula, the creep strain and concrete age curves of the reinforced concrete specimens are drawn. Moreover, the characteristics of the creep strain are analyzed in detail. The creep strain formula can provide the important data and theoretic basis to “the code for design of concrete structures”（GB50010－2010）.
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10

Park, Yeong-Seong, Yong-Hak Lee, and Youngwhan Lee. "Description of Concrete Creep under Time-Varying Stress Using Parallel Creep Curve." Advances in Materials Science and Engineering 2016 (2016): 1–13. http://dx.doi.org/10.1155/2016/9370514.

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An incremental format of creep model was presented to take account of the development of concrete creep due to loading at different ages. The formulation was attained by introducing a horizontal parallel assumption of creep curves and combining it with the vertical parallel creep curve of the rate of creep method to remedy the disadvantage of the rate of creep method that significantly underestimates the amount of creep strain, regardless of its simple format. Two creep curves were combined by introducing an ageing parameter whose value was obtained from two sets of time-dependent laboratory experiments on cylindrical specimens. The presented creep description takes the advantage that a single creep curve due to the initial loading describes the entire development of creep under the persistent change of creep-causing stress. Further, the creep formulation takes advantage of being consistent with the incremental format of age-dependent constitutive formulation. The performance of the presented creep equation was investigated with time-dependent laboratory experiments on cylindrical specimens and compared with the performances of four existing creep models.
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Dissertations / Theses on the topic "Reedy Creek"

1

Bezdecny, Kristine. "Placing Reedy Creek Improvement District in Central Florida: A Case Study in Uneven Geographical Development." Scholar Commons, 2011. http://scholarcommons.usf.edu/etd/3010.

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This study is primarily about the theory of uneven geographical development. In an era when it is proclaimed that, through globalization, the world has become flat, the unevenness of economic and social development is often overlooked or suppressed. As the nexus between global and local processes, the urban space often becomes the site of conflict between those defining the hegemonic narrative of the space, from a global and flat perspective; and those experiencing heterogenous local narratives, whose uneven positions are reinforced by this hegemonic narrative. This study explores the conditions of uneven geographical development in the urban space of central Florida. Focusing primarily on the Reedy Creek Improvement District (RCID), better known by much of the world as Walt Disney World, and on Celebration, the community developed by the Disney Corporation in the 1990s, the relationship between urban development and tourism, the defining economic sector in the region, are explored in the context of space-place, global-local narratives. This is done using the four conditions of David Harvey's Theory of Uneven Geographical Development. First, the history of sociopolitical processes within the urban space are explored as creating a framework upon which contemporary uneven geographical development could be built. Second, the development and continued power of the RCID in central Florida are examined within the context of accumulation by dispossession. Third, Celebration as a consumed company town is examined in the context of accumulation across space-time. Finally, the relationships between the RCID and Celebration, and the rest of the central Florida region, are developed in the context of struggles occurring simultaneously across multiple scales. This study shows that the theory of uneven geographical development applies well to a region that is heavily dependent upon the tourist sector for its economy, and thereby works to control the narrative of that space to continue attracting consumers. It also shows that, while the theory of uneven geographical development works well for a space that is a primary global tourist sink, it needs additional theoretical sophistication in order to better suit rapidly changing global processes.
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2

Hutton, Laurie James. "Petrogenesis of I- and S-type Granites in the Cape River - Lolworth area, northeastern Queensland - Their contribution to an understanding of the Early Palaeozoic Geological History of northeastern Queensland." Thesis, Queensland University of Technology, 2004. https://eprints.qut.edu.au/15858/1/Laurie_Hutton_Thesis.pdf.

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The geological history of the Early Palaeozoic in eastern Australia is not known precisely. The eastern margin of the outcropping Precambrian Craton 'Tasman Line' is poorly understood. The Thomson Orogen, which underlies much of eastern Queensland, lies to the east of the Tasman Line. Basement to the Tasman Orogenic Zone is poorly understood, but knowledge of this basement is critical to our understanding to the processes that formed the eastern margin of the Precambrian craton. The Lolworth-Ravenswood Province lies to the east of the Tasman Line in northeast Queensland. A study of basement terranes in the Lolworth-Ravenswood Province will therefore provide some insights as to the nature of crust beneath this area, and therefore to the basement to the Thomson Orogen. The Fat Hen Creek Complex comprises para-authchthonous bodies of granitoid within middle to upper amphibolite facies metamorphic rocks. Data contained herein demonstrate that the composition and geochemistry of the granitoid are compatible with the generation of the granitoid by partial anatexis of the metamorphic rocks that are part of the Cape River Metamorphics. Temperature and pressure of anatexis is determined to be between 800-850OC and 5-9kb. Under these conditions, experimental data indicate that meta-pelite and meta-greywacke will produce between 5-10% melt coexisting with biotite, cordierite, garnet and plagioclase. The mineralogy of the granitoid bodies in the Fat Hen Creek Complex is consistent with partial anatexis of meta-greywacke at these temperatures and pressures. 5-10% melt is generally insufficient to allow efficient separation of melt and restite. The granitoids of the Fat Hen Creek Complex are interpreted as being a closed system with melt generated during high-grade metamorphism not separating from the residium. U/Pb dating of zircon from the Fat Hen Creek Complex indicate two distinct periods of zircon growth. The older episode occurred during the Late Cambrian to Early Ordovician. A second episode is dated as Middle Ordovician. This younger age coincides with the onset of regional compression, and may be related to exhumation of a mid-crustal layer during thrusting. The Lolworth Batholith is one of three granite batholiths in the Lolworth-Ravenswood Province. It comprises mainly muscovite-biotite granite, with smaller areas of hornblende-biotite granite to granodiorite. Sills and dykes of muscovite and garnet-muscovite leucogranite extensively intrude both of these types. The hornblende-biotite granite to granodiorite is metaluminous, with petrographic and geochemical characteristics similar to the adjacent Ravenswood Batholith. U-Pb SHRIMP ages also overlap with those from the Ravenswood Batholith. ENd(tc) values of ~-3 suggest a significant crustal contribution in the magma. Zircon populations determined using the SHRIMP suggest some inheritance from a Neoproterozoic source. The two-mica granites make up over 80% of the batholith and show little variation throughout. Aluminium Saturation indices range dominantly from 1-1.1, in keeping with the muscovite-bearing nature of the granites. U-Pb ages are significantly younger than the hornblende-biotite granitoids. ENd(tc) is ~-10, suggesting a greater role for crustal material in these granites than in the hornblende-bearing varieties. Previously, these granites were interpreted as S-types, mainly on the basis of the presence of muscovite. Low Na/Ca and Na greater than K are both considered as indicators of source compositions and both are characteristic of a mafic igneous rather than a meta-sedimentary source. Anatexis of mafic igneous rocks at temperatures less than~1000OC are found experimentally to produce peraluminous melts similar to those which produced the two-mica granites. The third major rock-type in the Lolworth Batholith is muscovite leucogranite, which occurs as sills and dykes intruding older granites and basement. The age of the leucogranite was not determined, but it has sharp contacts with the two-mica granite suggesting that the latter had cooled prior to intrusion of the former. The leucogranite is strongly peraluminous and is deemed to have been derived from anatexis of a supra-crustal (meta-sedimentary) source. The batholith is therefore deemed to comprise three different elements. The hornblende-biotite granitoids are the western extension of the adjacent Ravenswood Batholith. The two-mica granite and muscovite leucogranite are derived from different sources, but may be part of the same crustal anatexis event. During the Early Palaeozoic, the Lolworth-Ravenswood Province saw the intrusion of three granite batholiths into a basement of Late Neoproterozoic to Cambrian meta-sedimentary rocks. Also, Late Cambrian to Early Ordovician and Middle Ordovician high-grade metamorphism accompanied by partial anatexis is recorded at several sites across northeast Queensland. Although this metamorphism is restricted to these sites, they are widespread across the area suggestive of a widespread metamorphic event at these times. Similar metamorphism is recorded in the Arunta Inlier in Central Australia increasing the possible extent of this event. The geochemistry, isotopic characteristics and zircon populations of granites in the Lolworth-Ravenswood Province are used to characterise their source rocks; and thus the basement to the Province. Precambrian basement is indicated to underlie the entire province. However, the source rocks for the eastern part of the Province (Ravenswood and into the Lolworth Batholiths) are different to source rocks for the western part of the Province. Georgetown-type crust extends eastwards from the outcropping area, extending under the western Lolworth-Ravenswood Province. Late Mesoproterozoic rocks are recorded from the Cape River area adjacent to the Lolworth Batholith. They are also indicated as source-rocks for granites in the Ravenswood Batholith. Rocks of this age are characteristic of Grenvillian-age mobile belts in the United States. Their presence in north Qeensland has implications for the breakup of Rodinia, the Mesoproterozoic-age super continent that broke up during the Neoproterozoic.
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3

Hutton, Laurie James. "Petrogenesis of I- and S-type Granites in the Cape River - Lolworth area, northeastern Queensland - Their contribution to an understanding of the Early Palaeozoic Geological History of northeastern Queensland." Queensland University of Technology, 2004. http://eprints.qut.edu.au/15858/.

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The geological history of the Early Palaeozoic in eastern Australia is not known precisely. The eastern margin of the outcropping Precambrian Craton 'Tasman Line' is poorly understood. The Thomson Orogen, which underlies much of eastern Queensland, lies to the east of the Tasman Line. Basement to the Tasman Orogenic Zone is poorly understood, but knowledge of this basement is critical to our understanding to the processes that formed the eastern margin of the Precambrian craton. The Lolworth-Ravenswood Province lies to the east of the Tasman Line in northeast Queensland. A study of basement terranes in the Lolworth-Ravenswood Province will therefore provide some insights as to the nature of crust beneath this area, and therefore to the basement to the Thomson Orogen. The Fat Hen Creek Complex comprises para-authchthonous bodies of granitoid within middle to upper amphibolite facies metamorphic rocks. Data contained herein demonstrate that the composition and geochemistry of the granitoid are compatible with the generation of the granitoid by partial anatexis of the metamorphic rocks that are part of the Cape River Metamorphics. Temperature and pressure of anatexis is determined to be between 800-850OC and 5-9kb. Under these conditions, experimental data indicate that meta-pelite and meta-greywacke will produce between 5-10% melt coexisting with biotite, cordierite, garnet and plagioclase. The mineralogy of the granitoid bodies in the Fat Hen Creek Complex is consistent with partial anatexis of meta-greywacke at these temperatures and pressures. 5-10% melt is generally insufficient to allow efficient separation of melt and restite. The granitoids of the Fat Hen Creek Complex are interpreted as being a closed system with melt generated during high-grade metamorphism not separating from the residium. U/Pb dating of zircon from the Fat Hen Creek Complex indicate two distinct periods of zircon growth. The older episode occurred during the Late Cambrian to Early Ordovician. A second episode is dated as Middle Ordovician. This younger age coincides with the onset of regional compression, and may be related to exhumation of a mid-crustal layer during thrusting. The Lolworth Batholith is one of three granite batholiths in the Lolworth-Ravenswood Province. It comprises mainly muscovite-biotite granite, with smaller areas of hornblende-biotite granite to granodiorite. Sills and dykes of muscovite and garnet-muscovite leucogranite extensively intrude both of these types. The hornblende-biotite granite to granodiorite is metaluminous, with petrographic and geochemical characteristics similar to the adjacent Ravenswood Batholith. U-Pb SHRIMP ages also overlap with those from the Ravenswood Batholith. ENd(tc) values of ~-3 suggest a significant crustal contribution in the magma. Zircon populations determined using the SHRIMP suggest some inheritance from a Neoproterozoic source. The two-mica granites make up over 80% of the batholith and show little variation throughout. Aluminium Saturation indices range dominantly from 1-1.1, in keeping with the muscovite-bearing nature of the granites. U-Pb ages are significantly younger than the hornblende-biotite granitoids. ENd(tc) is ~-10, suggesting a greater role for crustal material in these granites than in the hornblende-bearing varieties. Previously, these granites were interpreted as S-types, mainly on the basis of the presence of muscovite. Low Na/Ca and Na greater than K are both considered as indicators of source compositions and both are characteristic of a mafic igneous rather than a meta-sedimentary source. Anatexis of mafic igneous rocks at temperatures less than~1000OC are found experimentally to produce peraluminous melts similar to those which produced the two-mica granites. The third major rock-type in the Lolworth Batholith is muscovite leucogranite, which occurs as sills and dykes intruding older granites and basement. The age of the leucogranite was not determined, but it has sharp contacts with the two-mica granite suggesting that the latter had cooled prior to intrusion of the former. The leucogranite is strongly peraluminous and is deemed to have been derived from anatexis of a supra-crustal (meta-sedimentary) source. The batholith is therefore deemed to comprise three different elements. The hornblende-biotite granitoids are the western extension of the adjacent Ravenswood Batholith. The two-mica granite and muscovite leucogranite are derived from different sources, but may be part of the same crustal anatexis event. During the Early Palaeozoic, the Lolworth-Ravenswood Province saw the intrusion of three granite batholiths into a basement of Late Neoproterozoic to Cambrian meta-sedimentary rocks. Also, Late Cambrian to Early Ordovician and Middle Ordovician high-grade metamorphism accompanied by partial anatexis is recorded at several sites across northeast Queensland. Although this metamorphism is restricted to these sites, they are widespread across the area suggestive of a widespread metamorphic event at these times. Similar metamorphism is recorded in the Arunta Inlier in Central Australia increasing the possible extent of this event. The geochemistry, isotopic characteristics and zircon populations of granites in the Lolworth-Ravenswood Province are used to characterise their source rocks; and thus the basement to the Province. Precambrian basement is indicated to underlie the entire province. However, the source rocks for the eastern part of the Province (Ravenswood and into the Lolworth Batholiths) are different to source rocks for the western part of the Province. Georgetown-type crust extends eastwards from the outcropping area, extending under the western Lolworth-Ravenswood Province. Late Mesoproterozoic rocks are recorded from the Cape River area adjacent to the Lolworth Batholith. They are also indicated as source-rocks for granites in the Ravenswood Batholith. Rocks of this age are characteristic of Grenvillian-age mobile belts in the United States. Their presence in north Qeensland has implications for the breakup of Rodinia, the Mesoproterozoic-age super continent that broke up during the Neoproterozoic.
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Books on the topic "Reedy Creek"

1

Hampson, Paul S. Hydrology and water quality of Reedy Creek in the Reedy Creek Improvement District, central Florida, 1986-89. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1993.

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Hampson, Paul S. Hydrology and water quality of Reedy Creek in the Reedy Creek Improvement District, central Florida, 1986-89. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1993.

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Hampson, Paul S. Hydrology and water quality of Reedy Creek in the Reedy Creek Improvement District, central Florida, 1986-89. Tallahassee, Fla: U.S. Dept. of the Interior, U.S. Geological Survey, 1993.

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German, E. R. Summary of hydrologic conditions in the Reedy Creek Improvement District, central Florida. Tallahassee, Fla: U.S. Dept. of the Interior, Geological Survey, 1986.

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Sumner, D. M. Hydraulic charactertistics and nutrient transport and transformation beneath a rapid infiltration basin, Reedy Creek Improvement District, Orange County, Florida. Tallahassee, Fla. (227 N. Bronough St., Suite 3015, Tallahassee 32301-1372): U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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Sumner, D. M. Hydraulic charactertistics and nutrient transport and transformation beneath a rapid infiltration basin, Reedy Creek Improvement District, Orange County, Florida. Tallahassee, Fla. (227 N. Bronough St., Suite 3015, Tallahassee 32301-1372): U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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Davenport, Marjorie S. Water quality in Reedy Fork and Buffalo Creek basins in the Greensboro area, North Carolina, 1986-87. Raleigh, N.C: U.S. Dept. of the Interior, Geological Survey, 1989.

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Davenport, Marjorie S. Water quality in Reedy Fork and Buffalo Creek basins in the Greensboro area, North Carolina, 1986-87. Raleigh, N.C: U.S. Dept. of the Interior, Geological Survey, 1989.

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Davenport, Marjorie S. Water quality in Reedy Fork and Buffalo Creek basins in the Greensboro area, North Carolina, 1986-87. Raleigh, N.C: U.S. Dept. of the Interior, Geological Survey, 1989.

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Sumner, D. M. Hydraulic characteristics and nutrient transport and transformation beneath a rapid infiltration basin, Reedy Creek Improvement District, Orange County, Florida. Tallahassee, Fla: U.S. Geological Survey, 1996.

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Book chapters on the topic "Reedy Creek"

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Wesson, Marianne. "The Parties Ready Their Cases for Trial." In A Death at Crooked Creek, 47–81. NYU Press, 2013. http://dx.doi.org/10.18574/nyu/9780814784563.003.0002.

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Hess, Earl J. "Preparations for Battle, July 20." In The Battle of Peach Tree Creek. University of North Carolina Press, 2017. http://dx.doi.org/10.5149/northcarolina/9781469634197.003.0004.

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Most of the rest of Thomas' Army of the Cumberland crossed to the south side of Peach Tree Creek on the morning of July 20. While the Fourteenth Corps solidified a good position for defensive action only Geary's division of Joseph Hooker's Twentieth Corps advance to the best defensive ground to the left of the Fourteenth Corps. Hooker acted as if there was no need to hurry defensive arrangements and thus two of his divisions lounged in the bottomland on the south side of the creek rather than aligning themselves with Geary's exposed division. John Newton's division of the Fourth Corps also took up a strong defensive position to Hooker's left and was ready for action. Hood finalized his attack plan, hoping to catch Thomas after the Federals had crossed the creek but before they could fortify their positions—except for Hooker's two divisions, it already was too late to accomplish that goal. Hood had to further delay the attack from 1 p.m. to 3 p.m. due to McPherson's unexpectedly early arrival near the east side of Atlanta, forcing the Army of Tennessee to shift its line to the right to confront him.
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Hess, Earl J. "O’Neal versus Williams and Reynolds versus McCook." In The Battle of Peach Tree Creek. University of North Carolina Press, 2017. http://dx.doi.org/10.5149/northcarolina/9781469634197.003.0008.

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Edward A. O'Neal's Brigade of Walthall's Division struck Alpheus S. Williams' division on Hooker's right. Williams was taken by surprise but his men reacted quickly to the attack. His division formed line in time to repulse several advances by O'Neal's troops with extremely heavy firing. Even though O'Neal handled his men well and they penetrated the wooded, uneven ground to Geary's right, they had to retire by the end of the day. Meanwhile, Daniel Harris Reynolds' Brigade of Walthall's Division advanced to the left of O'Neal against Anson McCook's brigade of Richard W. Johnson's Fourteenth Corps division. McCook's command was ready for action but one regiment, Douglas Hapeman's 104th Illinois, was forced by the configuration of the ground to be placed forward of the brigade's main line. This enabled part of Reynolds' line to almost flank the right of the 104th Illinois. Only by personally leading a counterattack could Hapeman save his flank just before reinforcements arrived to help him drive the Confederates away. On the far left of Hood's line, Samuel G. French's Division advanced two brigades toward the Fourteenth Corps line, to Reynolds' left, but they made little headway before the battle ended that day.
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Wohl, Ellen. "May: Plugging the Nutrient Leaks." In Saving the Dammed. Oxford University Press, 2019. http://dx.doi.org/10.1093/oso/9780190943523.003.0008.

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Just when spring appears to have arrived, a late-season storm blows down from the north. Despite the overcast sky, the temperature at first is beguilingly warm. Rain starts to fall, then changes to sleet as the temperature drops. “Rough winds do shake the darling buds of May,” indeed. The sleet becomes graupel—crusty, rounded pellets of snow—and then wet flakes. Blobs of slush fall from overhanging branches and float briefly down the creek before melting and dispersing. Pulses of wind and snow gust in as birds shelter silently among the densely needled branches of big spruce trees. The moose that has spent the winter around the beaver meadow lies calmly in a protected spot at the base of a spruce. A foot of snow obliterates the newly green shoots of grass. I see no outward indication of it, but perhaps, in the warm darkness of the lodge, the beaver kits have been born. They start small, only about a pound at birth, but they are born fully furred, with open eyes and incisors erupted, almost ready to get down to the business of chewing branches. Each year’s litter is born in May or early June. Usually two to four kits are born, but a litter can be a single kit or as many as eight kits. Baby food for beavers is herbaceous vegetation, which the kits start eating within two weeks. By the end of July or early August the kits will be weaned and able to forage on their own. A varied diet of vegetation allows them to reach a weight of 10 to 16 pounds by the time the ice returns. The first year is a grace period for the new kits. Unlike the yearlings, the kits do not help maintain the lodge or cache food against the lean days of winter. They simply get to enjoy life and explore the wondrous new world into which they have been born. Diverse human observers watching this exploration by young beavers have interpreted their activities as an expression of joy.
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"Cephalanthus occidenalis—The Miccosukee call these shrubs halpátí:hosô:tî (alligator shader); the Creeks say sakco’meto (crawfish’s tree). Although the remedy may be lethal, this has been an important medicinal plant throughout its range. (See p. 190.) Chromolaena odorata—“Bitter bush,” “Christmas rose,” and fleurit-Noël are all names for this herb. The plant is either a fish poison or medicine, depending on how the preparation is concocted. (See p. 204.)." In Florida Ethnobotany, 726. CRC Press, 2004. http://dx.doi.org/10.1201/9780203491881-99.

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Conference papers on the topic "Reedy Creek"

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Nickerson, Brandon T., and Valerie S. Reynolds. "GEOLOGIC GUIDE TO REEDY CREEK NATURE PRESERVE, CHARLOTTE, NC." In 67th Annual Southeastern GSA Section Meeting - 2018. Geological Society of America, 2018. http://dx.doi.org/10.1130/abs/2018se-312709.

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Haydin, Derick R., Sandra Clinton, Sara K. McMillan, and David S. Vinson. "VERTICAL HYDRAULIC GRADIENTS AND HYPORHEIC EXCHANGE IN A PRE-RESTORATION URBAN FOREST STREAM: REEDY CREEK, CHARLOTTE, NC." In 66th Annual GSA Southeastern Section Meeting - 2017. Geological Society of America, 2017. http://dx.doi.org/10.1130/abs/2017se-291396.

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Grisolia, Ottaviano. "An Automatic Procedure for the Application of the Italian Standard for Creep-Operated Pressure Equipment." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57843.

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The Section two of the guideline [1] to the Italian technical procedure [2] concerns issues on high-temperature component assessment: it suggests, among others, the first-choice method for calculating expended life under creep conditions. One may get the time to rupture at operation temperature directly through the model chosen for the curve Larson-Miller parameter - stress. The author has written a computer program for finding the best fitting model’s regression coefficients: it features the least squares analysis on points (test temperature, ultimate strength at 100000 hours) available in literature for any creep-sensitive material. A few of both the points and linear system coefficients allow providing also a simplified pocket PC program: it features the analysis for third-grade polynomial model, which may commonly fit the curve. Aim of the work is to provide both a model-functions database for most used materials in high-temperature applications and a ready-at-hand tool for life assessment.
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Reports on the topic "Reedy Creek"

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Bridges, Todd, Sandra Newell, Alan Kennedy, David Moore, Upal Ghosh, Trevor Needham, Huan Xia, Kibeum Kim, Charles Menzie, and Konrad Kulacki. Long-term stability and efficacy of historic activated carbon (AC) deployments at diverse freshwater and marine remediation sites. Engineer Research and Development Center (U.S.), November 2020. http://dx.doi.org/10.21079/11681/38781.

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A number of sites around the United States have used activated carbon (AC) amendments to remedy contaminated sediments. Variation in site-specific characteristics likely influences the long-term fate and efficacy of AC treatment. The long-term effectiveness of an AC amendment to sediment is largely unknown, as the field performance has not been monitored for more than three years. As a consequence, the focus of this research effort was to evaluate AC’s long-term (6–10 yr) performance. These assessments were performed at two pilot-scale demonstration sites, Grasse River, Massena, New York and Canal Creek, Aberdeen Proving Ground (APG), Aberdeen, Maryland, representing two distinct physical environments. Sediment core samples were collected after 6 and 10 years of remedy implementation at APG and Grasse River, respectively. Core samples were collected and sectioned to determine the current vertical distribution and persistence of AC in the field. The concentration profile of polychlorinated biphenyls (PCBs) in sediment pore water with depth was measured using passive sampling. Sediment samples from the untreated and AC-treated zones were also assessed for bioaccumulation in benthic organisms. The data collected enabled comparison of AC distribution, PCB concentrations, and bioaccumulation measured over the short- and long-term (months to years).
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Hydrology and water quality of Reedy Creek in the Reedy Creek Improvement District, central Florida, 1986-89. US Geological Survey, 1993. http://dx.doi.org/10.3133/wri934006.

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Summary of hydrologic conditions in the Reedy Creek Improvement District, central Florida. US Geological Survey, 1986. http://dx.doi.org/10.3133/wri844250.

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Water quality in Reedy Fork and Buffalo Creek basins in the Greensboro area, North Carolina, 1986-87. US Geological Survey, 1989. http://dx.doi.org/10.3133/wri884210.

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Hydraulic characteristics and nutrient transport and transformation beneath a rapid infiltration basin, Reedy Creek Improvement District, Orange County, Florida. US Geological Survey, 1996. http://dx.doi.org/10.3133/wri954281.

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Simulation of runoff and water quality for 1990 and 2008 land use conditions in the Reedy Creek watershed, East-Central Florida. US Geological Survey, 2002. http://dx.doi.org/10.3133/wri024018.

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Effect of spray irrigation of treated wastewater on water quality of the surficial aquifer system, Reedy Creek Improvement District, central Florida. US Geological Survey, 1990. http://dx.doi.org/10.3133/wri884174.

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