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Sensors and Measurements Discussion
“Measurements for Assessment of Hydrate Related Geohazards” Report Type: Topical No: 41330R07 Starting March 2002 Ending September 2004 Edited by: R.L. Kleinberg and Emrys Jones September 2004 DOE Award Number: DE-FC26-01NT41330 Submitting Organization: ChevronTexaco Energy Technology Company 2811 Hayes Road Houston, TX 77082 DISCLAIMER “This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, expressed or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or any agency thereof. The views and opinions of the authors expressed herein do not necessarily state or reflect those of the United States Government or any agency thereof.” ii Abstract Natural gas hydrate deposits are found in deep offshore environments. In some cases these deposits overlay conventional oil and gas reservoirs. There are concerns that the presence of hydrates can compromise the safety of exploration and production operations [Hovland and Gudmestad, 2001]. Serious problems related to the instability of wellbores drilled through hydrate formations have been document by Collett and Dallimore, 2002]. A hydrate-related incident in the deep Gulf of Mexico could potentially damage the environment and have significant economic impacts. -
Beyond the Classical Stefan Problem
Beyond the classical Stefan problem Francesc Font Martinez PhD thesis Supervised by: Prof. Dr. Tim Myers Submitted in full fulfillment of the requirements for the degree of Doctor of Philosophy in Applied Mathematics in the Facultat de Matem`atiques i Estad´ıstica at the Universitat Polit`ecnica de Catalunya June 2014, Barcelona, Spain ii Acknowledgments First and foremost, I wish to thank my supervisor and friend Tim Myers. This thesis would not have been possible without his inspirational guidance, wisdom and expertise. I appreciate greatly all his time, ideas and funding invested into making my PhD experience fruitful and stimulating. Tim, you have always guided and provided me with excellent support throughout this long journey. I can honestly say that my time as your PhD student has been one of the most enjoyable periods of my life. I also wish to express my gratitude to Sarah Mitchell. Her invaluable contributions and enthusiasm have enriched my research considerably. Her remarkable work ethos and dedication have had a profound effect on my research mentality. She was an excellent host during my PhD research stay in the University of Limerick and I benefited significantly from that experience. Thank you Sarah. My thanks also go to Vinnie, who, in addition to being an excellent football mate and friend, has provided me with insightful comments which have helped in the writing of my thesis. I also thank Brian Wetton for our useful discussions during his stay in the CRM, and for his acceptance to be one of my external referees. Thank you guys. Agraeixo de tot cor el suport i l’amor incondicional dels meus pares, la meva germana i la meva tieta. -
Managing Winter Injury to Trees and Shrubs
Publication 426-500 Managing Winter Injury to Trees and Shrubs Diane Relf Extension Specialist, Horticulture, and Bonnie Appleton, Extension Specialist, Horticulture; Virginia Tech Reviewed by David Close, Consumer Horticulture and Master Gardener Specialist, Horticulture, Virginia Tech Introduction evergreen needles or leaves. It is worst on the side facing the wind. This can be particularly serious if plants are It is often necessary to provide extra attention to plants near a white house where the sun’s rays reflect off the in the fall to help them over-winter and start spring in side, causing extra damage. peak condition. Understanding certain principles and cultural practices will significantly reduce winter damage Management: Proper watering can is a critical factor in that can be divided into three categories: desiccation, winterizing. If autumn rains have been insufficient, give freezing, and breakage. plants a deep soaking that will supply water to the entire root system before the ground freezes. This practice is Desiccation especially important for evergreens. Watering when there Desiccation, or drying out, is a significant cause of dam- are warm days during January, February, and March is age, particularly on evergreens. Desiccation occurs when also important. water leaves the plant faster than it is taken up. Several environmental factors can influence desiccation. Needles Also, mulching is an important control for erosion and and leaves of evergreens transpire some moisture even loss of water. A 2-inch layer of mulch will reduce water during the winter months. During severely cold weather, loss and help maintain uniform soil moisture around the ground may freeze to a depth beyond the extent of roots. -
Improved Lumped Parameter Model for Phase Change in Latent Thermal Energy Storage Systems
IX Minsk International Seminar “Heat Pipes, Heat Pumps, Refrigerators, Power Sources”, Minsk, Belarus, 07-10 September, 2015 IMPROVED LUMPED PARAMETER MODEL FOR PHASE CHANGE IN LATENT THERMAL ENERGY STORAGE SYSTEMS Mina Rouhani, Majid Bahrami Laboratory for Alternative Energy Conversion (LAEC), School of Mechatronic Systems Engineering, Simon Fraser University, V3T 0A3 +1 (778) 782-8538/ [email protected] Abstract A modified lumped parameter model has been used to study transient conduction in phase change materials (PCM) in cylindrical coordinates. The two-point Hermite approximation is used to compute the average temperatures and the temperature gradient in each phase. The performance of PCM has been analyzed during the charging processin terms of energy storage and density. The effect of Stefan number on melting front dynamics is comprehensively studied. The results are verified with exact solutions as well as steady-state asymptotes and also show good agreement with existing experimental data. KEYWORDS Stefan problem; Lumped model; phase change material (PCM); Thermal energy storage; Solidification;Hermite approximation INTRODUCTION Thermal energy storage (TES) systems are a sustainable, energy efficient alternative to conventional heating and cooling methods. TES can play a pivotal role in synchronizing energy demand and supply, both on a short and long term basis.TES is divided into sensible, latent, and thermochemical mechanisms. Latent thermal storage using phase change materials(PCM) has a relatively constant melting/solidification temperature,higher energy storage density compared to sensible TES,and less complexity and lower manufacturing cost than the thermochemical TES [1]. Due to the non-linearity of phase change problems, analytical solutions to the analysis of phase change problem are limited by assumptions such as small Stefan number, specific boundary conditions, and simple geometries. -
Numerical Solution to Two-Phase Stefan Problems by the Heat Balance Integral Method J. Caldwell & C.K. Chiu Department of Ma
Transactions on Engineering Sciences vol 5, © 1994 WIT Press, www.witpress.com, ISSN 1743-3533 Numerical solution to two-phase Stefan problems by the heat balance integral method J. Caldwell & C.K. Chiu Department of Mathematics, City Polytechnic of Hong Kong, 83 Tat Chee Avenue, Kowloon, Hong Kong ABSTRACT Caldwell and Chiu [1, 2] have used a simple front-fixed method, namely, the Heat Balance Integral Method (HBIM), to solve one-phase solidification problems. In this paper the method is extended to two-phase Stefan prob- lems which arise when the effect of sub-cooling is taken into consideration. Numerical results for the two-phase cylindrical problem are obtained for a range of sub-divisions (n), sub-cooling parameters (0), Stefan number (a) and ratio of conductivities (/<i/%2). The effects of variation of parameters on the solidification process are also studied. INTRODUCTION Melting and solidification problems occur in numerous important areas of science, engineering and industry. For example, freezing and thawing of foods, production of ice, ice formation on pipe surface, solidification of steel and chemical reaction all involve either a melting or solidification process. Mathematically, melting/solidification problems are special cases of mov- ing boundary problems. Problems in which the solution of a differential equation has to satisfy certain conditions on the boundary of a prescribed domain are referred to as boundary-value problems. In the cases of melt- ing/solidification problems, however, the boundary of the domain is not known in advance, so the solution of melting/solidification problems re- quires solving the diffusion or heat-conduction equation in an unknown re- gion which has also to be determined as part of the solution. -
Permafrost Soils and Carbon Cycling
SOIL, 1, 147–171, 2015 www.soil-journal.net/1/147/2015/ doi:10.5194/soil-1-147-2015 SOIL © Author(s) 2015. CC Attribution 3.0 License. Permafrost soils and carbon cycling C. L. Ping1, J. D. Jastrow2, M. T. Jorgenson3, G. J. Michaelson1, and Y. L. Shur4 1Agricultural and Forestry Experiment Station, Palmer Research Center, University of Alaska Fairbanks, 1509 South Georgeson Road, Palmer, AK 99645, USA 2Biosciences Division, Argonne National Laboratory, Argonne, IL 60439, USA 3Alaska Ecoscience, Fairbanks, AK 99775, USA 4Department of Civil and Environmental Engineering, University of Alaska Fairbanks, Fairbanks, AK 99775, USA Correspondence to: C. L. Ping ([email protected]) Received: 4 October 2014 – Published in SOIL Discuss.: 30 October 2014 Revised: – – Accepted: 24 December 2014 – Published: 5 February 2015 Abstract. Knowledge of soils in the permafrost region has advanced immensely in recent decades, despite the remoteness and inaccessibility of most of the region and the sampling limitations posed by the severe environ- ment. These efforts significantly increased estimates of the amount of organic carbon stored in permafrost-region soils and improved understanding of how pedogenic processes unique to permafrost environments built enor- mous organic carbon stocks during the Quaternary. This knowledge has also called attention to the importance of permafrost-affected soils to the global carbon cycle and the potential vulnerability of the region’s soil or- ganic carbon (SOC) stocks to changing climatic conditions. In this review, we briefly introduce the permafrost characteristics, ice structures, and cryopedogenic processes that shape the development of permafrost-affected soils, and discuss their effects on soil structures and on organic matter distributions within the soil profile. -
Ground Freezing and Frost Heaving Penner, E
NRC Publications Archive Archives des publications du CNRC Ground freezing and frost heaving Penner, E. For the publisher’s version, please access the DOI link below./ Pour consulter la version de l’éditeur, utilisez le lien DOI ci-dessous. Publisher’s version / Version de l'éditeur: https://doi.org/10.4224/40000788 Canadian Building Digest, 1962-02 NRC Publications Archive Record / Notice des Archives des publications du CNRC : https://nrc-publications.canada.ca/eng/view/object/?id=15f6f5eb-a070-4327-aec4-71472a903119 https://publications-cnrc.canada.ca/fra/voir/objet/?id=15f6f5eb-a070-4327-aec4-71472a903119 Access and use of this website and the material on it are subject to the Terms and Conditions set forth at https://nrc-publications.canada.ca/eng/copyright READ THESE TERMS AND CONDITIONS CAREFULLY BEFORE USING THIS WEBSITE. L’accès à ce site Web et l’utilisation de son contenu sont assujettis aux conditions présentées dans le site https://publications-cnrc.canada.ca/fra/droits LISEZ CES CONDITIONS ATTENTIVEMENT AVANT D’UTILISER CE SITE WEB. Questions? Contact the NRC Publications Archive team at [email protected]. If you wish to email the authors directly, please see the first page of the publication for their contact information. Vous avez des questions? Nous pouvons vous aider. Pour communiquer directement avec un auteur, consultez la première page de la revue dans laquelle son article a été publié afin de trouver ses coordonnées. Si vous n’arrivez pas à les repérer, communiquez avec nous à [email protected]. Canadian Building Digest Division of Building Research, National Research Council Canada CBD 26 Ground Freezing and Frost Heaving Originally published February 1962 E. -
Report No. REC-ERC-82-17, “Frost Action in Soil Foundations And
REC-ERC-82-17 June 1982 Engineering and Research Center U.S. Department of the Interior Bureau of Reclamation 7-2090 (4-81) . .- water ana Power ~ TECHNICAL RE lPORT STANDARD TITLE PAGE 3. RECIPIENT’S CATALOG NO. 5. REPORT DATE Frost Action in Soil Foundations and June 1982 Control of Surface Structure Heaving 6. PERFORMING ORGANIZATION CODE 7. AUTHORIS) 8. PERFORMING ORGANIZATION C. W. Jones, D. G. Miedema and J. S. Watkins REPORT NO. REC-ERC-B2- 17 9. PERFORMING ORGANIZATION NAME AN0 ADDRESS 10. WORK UNIT NO. Bureau of Reclamation Engineering and Research Center 11. CONTRACT OR GRANT NO. Denver, Colorado 80225 13. TYPE OF REPORT AND PERIOD COVERED 12. SPONSORING AGENCY NAME AND ADDRESS Same 14. SPONSORING AGENCY CODE DIBR IS. SUPPLEMENTARY NOTES Microfiche and/or hard copy available at the Engineering and Research Center, Denver, CO I Ed: ROM 1I6 ABSTRACT This is a report on frost action in soil foundations that may influence the performance of irriga- tion structures. The report provides background information and serves as a general guide for design, construction, and operation and maintenance. It also includes information on the mechanics of frost action, field and laboratory investigations of potential frost problems, case histories of frost damage to hydraulic structures, and measures to control detrimental freezing to avoid damage. The structures mentioned include earth embankment dams with appurte- nant structures, canals with linings, and various other concrete canal structures. 7. KEY WORDS ANO OOCU~~ENT *NALY~IS 3. DESCRIPTORS-- / frost action/ frost heaving/ ice lenses/ frost protection/ foundation dis- placements/ behavior (structural) 5. -
The Rheology of Frozen Soils
The Rheology of Frozen Soils Lukas U. Arenson*1, Sarah M. Springman2, Dave C. Sego1 1 Department of Civil & Environmental Engineering, UofA Geotechnical Centre, 3-065 Markin/CNRL Natural Resources Engineering Facility, University of Alberta, Edmonton, Alberta T6G 2W2, Canada 2 Institute for Geotechnical Engineering, ETH Zurich, Wolfgang-Pauli-Str. 15, 8093 Zurich, Switzerland *E-mail: [email protected] Fax: x1.780.492.8198 Received: 2.6.2006, Final version: 2.8.2006 Abstract: The rheological behaviour of frozen soils depends on a number of factors and is complex. Stress and tempera- ture histories as well as the actual composition of the frozen soil are only some aspects that have to be consid- ered when analysing the mechanical response. Recent improvements in measuring methods for laboratory inves- tigations as well as new theoretical models have assisted in developing an improved understanding of the thermo-mechanical processes at play within frozen soils and representation of their response to a range of per- turbations. This review summarises earlier work and the current state of knowledge in the field of frozen soil research. Further, it presents basic concepts as well as current research gaps. Suggestions for future research in the field of frozen soil mechanics are also made. The goal of the review is to heighten awareness of the com- plexity of processes interacting within frozen soils and the need to understand this complexity when develop- ing models for representing this behaviour. Zusammenfassung: Das rheologische Verhalten von gefrorenen Böden hängt von einer grossen Anzahl verschiedener Faktoren ab und ist äusserst komplex. Druck- und Temperaturgeschichte, sowie die Zusammensetzung des gefrorenen Bodens sind nur einige Aspekte, welche betrachtet und berücksichtigt werden müssen, wenn man die mecha- nischen Eigenschaften analysiert. -
List of Commonly Used Variables for Sea-Ice Studies
(A) (B) Free Drift Linear Viscosity (C) (D) Ideal Plastic Viscous Plastic Collision Induced Rheology Figure 2.1: Schematic representation of the most commonly used rheologies includ- ing (A) free drift, (B) linear viscosity, (C) ideal and viscous plastic, and (D) collision induced. Modified from Washington and Parkinson (2005; Figure 3.24) 15 Figure 2.2: Schematic representation of the energy balance vertically through an ice pack. Modified from Washington and Parkinson (2005; Figure 3.21). is balanced along the air/snow, air/ice, snow/ice, and ice/ocean interfaces. The steady-state equation for the conservation of energy at the surface of ice covered water follows: 0 if T0 < Tf QH + QL + QLW + (1 α0)QSW I0 QLW + QG0 = (2.14) ↓ − ↓ − − ↑ Q if T = T M 0 f where I0 is the amount of solar radiation that penetratesthe snow/ice column, and Tf is the salinity dependent freezing point. The surface energy balance for the sea- ice zone will be equal to zero for surface temperatures below freezing (T0 < Tf ), otherwise melt will occur (Wadhams 2000, Washington and Parkinson 2005). It should be noted that for sea ice, the sensible and latent heat fluxes are positive downward ( ) (Washington and Parkinson 2005). ↓ The steady-state equation for the conservation of energy along the air/snow interface follows equation 2.14 for the snow surface and the values for emissivity, 17 albedo, and the conductive flux are specific to the snow surface ("s, αs, and QGs ). Snowmelt is dependent on surface temperature, which is that of the snow surface, and equals 0 for surface temperature below freezing. -
A Continuum Model for Meltwater Flow Through Compacting Snow
The Cryosphere, 11, 2799–2813, 2017 https://doi.org/10.5194/tc-11-2799-2017 © Author(s) 2017. This work is distributed under the Creative Commons Attribution 4.0 License. A continuum model for meltwater flow through compacting snow Colin R. Meyer1 and Ian J. Hewitt2 1John A. Paulson School of Engineering and Applied Sciences, Harvard University, Cambridge, MA 02138, USA 2Mathematical Institute, Woodstock Road, Oxford, OX2 6GG, UK Correspondence to: Colin R. Meyer ([email protected]) Received: 2 July 2017 – Discussion started: 19 July 2017 Revised: 13 October 2017 – Accepted: 23 October 2017 – Published: 11 December 2017 Abstract. Meltwater is produced on the surface of glaciers health of glaciers and ice sheets under atmospheric warming and ice sheets when the seasonal energy forcing warms the (Harper et al., 2012; Enderlin et al., 2014; Forster et al., 2014; snow to its melting temperature. This meltwater percolates Koenig et al., 2014; Machguth et al., 2016). The balance be- into the snow and subsequently runs off laterally in streams, tween runoff, refreezing, and storage is controlled by the me- is stored as liquid water, or refreezes, thus warming the sub- chanics and thermodynamics of the porous snow. These pro- surface through the release of latent heat. We present a con- cesses also underlie the rate of compaction of firn into ice and tinuum model for the percolation process that includes heat therefore control the average temperature and accumulation conduction, meltwater percolation and refreezing, as well as rate that provide surface boundary conditions to numerical mechanical compaction. The model is forced by surface mass ice-sheet models (which typically do not include the com- and energy balances, and the percolation process is described pacting firn layer explicitly). -
Frost Heaving – Winter Woes Require Summer Remedies”
“FROST HEAVING – WINTER WOES REQUIRE SUMMER REMEDIES” As summer months approach, the symptoms of frost heaving that were present during the winter often disappear. This does not mean the cause and possible defects have been eliminated. If evidence of frost heaving was present in and around your dwelling last winter, now is the time to indentify possible causes so that repairs can be made before the next winter season. What is “frost heaving”? Frost heaving is a movement of soil caused by the formation of ice lenses within the ground. It is a natural occurrence in Minnesota and other northern climates during the winter and early springtime. Frost heaving occurs when water in the soil expands as it freezes. Generally, water expands by approximately 9% in volume when frozen. This expansion creates significant forces that can move and destroy what had seemingly appeared to be solid construction. Soil movement can vary from something that is barely visible to displacement that is many inches. Causes and consequences of frost heaving. Three conditions typically exist for frost heaving to occur. These are: 1. A sufficiently cold climate (such as found in Minnesota) so that freezing temperatures penetrate into the ground; 2. A sufficient amount of water in the soil; and 3. A type of soil that is frost susceptible When water in soil freezes, an ice lens is formed. Ice lenses collect nearby water in the soil by capillary action, which increases the size of the lens. The force created by the formation of the ice lens will heave soil and move the surface of the ground upward.