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1

Sedimentation rate through environmental radioactivity: Models and applications. Hamilton, Ont: Environmental Research & Publications, 2002.

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2

Copeland, Ronald R. San Lorenzo River sedimentation study: Numerical model investigation. Vicksburg, Miss: Hydraulics Laboratory, Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1986.

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3

Copeland, Ronald R. San Lorenzo River sedimentation study: Numerical model investigation. Vicksburg, Miss: Hydraulics Laboratory, Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1986.

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4

Vermeyen, Tracy. Erosional and depositional characteristics of cohesive sediments found in Elephant Butte Reservoir, New Mexico. Denver, Colo: Water Resources Research Laboratory, Water Resources Services, Technical Service Center, Denver, Colorado, U.S. Bureau of Reclamation, 1995.

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5

Diagenetic bedding: A model for marl-limestone alternations. Berlin: Springer-Verlag, 1986.

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6

Rijn, L. C. van. SUTRENCH-model: Two-dimensional vertical mathematical model for sedimentation in dredged channels and trenches by currents and waves. The Hague: Rijkswaterstaat, 1985.

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7

Phanerozoic phosphorite depositional systems: A dynamic model for a sedimentary resource system. Berlin: Springer, 1998.

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8

Tavener-Smith, R. Sedimentary models for coal formation in the Paulpietersburg-Charlestown area of northern Natal. Pretoria: Geological Survey, Dept. of Mineral and Energy Affairs, Republic of South Africa, 1987.

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9

Carbonate rock depositional models: A microfacies approach. Englewood Cliffs, N.J: Prentice Hall, 1989.

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10

Rijn, L. C. van. Principles of sedimentation and erosion engineering in rivers, estuaries and coastal seas. Amsterdam: Aqua Publications, 2005.

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11

Copeland, Ronald R. Red River waterway sedimentation study downstream from Lock and Dam no. 1: Numerical model investigation. Vicksburg, Miss: US Army Corps of Engineers, Hydraulics Laboratory, Dept. of the Army, Waterways Experiment Station, 1988.

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12

Skinner, John V. Model-B sediment-concentration gage: Factors influencing its readings and a formula for correcting its errors. St. Paul, Minn: U.S. Army Engineer District, 1989.

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13

Nitsche, Frank-Oliver. Bellingshausen- und Amundsenmeer: Entwicklung eines Sedimentationsmodells = Bellingshausen Sea and Amundsen Sea : development of a sedimentation model. Bremerhaven: Alfred-Wegener-Institut für Polar- und Meeresforschung, 1998.

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14

Kusumandari, Ambar. Estimation of erosion and sediment yield in forest and agroforestry areas in Citarum, West Java, Indonesia: Application of the AGNPS model. North York, Ont: University Consortium of the Environment, 1994.

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15

Thein, Khin Ni Ni. River plan-form movement in an alluvial plain. Rotterdam, Netherlands: Balkema, 1994.

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16

Xiuying, Liu, red. Shui ku yi hong dao shui gong mo xing ji ku qu ni sha yu ji mo xing shi yan yan jiu: Shuiku yihongdao shuigong moxing ji kuqu nisha yuji moxing shiyan yanjiu. Beijing: Zhongguo jian zhu gong ye chu ban she, 2012.

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17

Haas, Florian. Fluviale Hangprozesse in alpinen Einzugsgebieten der nördlichen Kalkalpen: Quantifizierung und Modellierungsansätze. München: Profil, 2008.

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18

Gebhardt, Karl. Determining hydrologic properties of soil. Springfield, Va: [Denver, Colo., 1986.

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19

Nyenhuis, Michael. Permafrost und Sedimenthaushalt in einem alpinen Geosystem. Sankt Augustin: In Kommission bei Asgard-Verlag, 2006.

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20

Kasprzak, Leszek. Model sedymentacji lądolodu vistuliańskiego na nizinie wielkopolskiej. Poznań: Wydawn. Naukowe UAM, 2003.

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21

Hanson, Hans. Genesis: Generalized model for simulating shoreline change, report 1, technical reference. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.

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22

Y, Wang S., i American Society of Civil Engineers. Hydraulics Division., red. Sediment transport modeling: Proceedings of the international symposium. New York, NY: American Society of Civil Engineers, 1989.

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23

Gutiérrez-Magness, Angélica L. Simulation of nutrient and sediment concentrations and loads in the Delaware Inland Bays Watershed: Extension of the hydrologic and water-quality model to ungaged segments. Reston, Va: U.S. Geological Survey, 2006.

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24

Coleman, James L. The Jackfork Formation of Arkansas: A test for the Walker-Mutti-Vail models for deep-sea fan deposition. [Little Rock]: State of Arkansas, Arkansas Geological Commission, 1994.

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25

Roehler, Henry W. The Pintail coal bed and Barrier Bar G--: A model for coal of barrier bar-lagoon origin, Upper Cretaceous Almond Formation, Rock Springs Coal Field, Wyoming. Washington: U.S. G.P.O., 1988.

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26

Deep-water processes and facies models: Implications for sandstone petroleum reservoirs]. Amsterdam: Elsevier, 2006.

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27

Morphodynamic of a shoreface nourishment in a barred nearshore zone. Utrecht: Royal Dutch Geographical Society, 2004.

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28

I, Galushkin Yu, red. Basin analysis and modeling of the burial, thermal and maturation histories in sedimentary basins. Paris, France: Editions Technip, 2005.

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29

Chen ji wu zhi liang diao cha ping gu shou ce. Beijing: Ke xue chu ban she, 2012.

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30

United States-Taiwan Bilateral Workshop on Understanding Sedimentation Processes and Model Evaluation (2nd 1993 San Francisco, Calif.). Proceedings, the Second United States-Taiwan Bilateral Workshop on Understanding Sedimentation Processes and Model Evaluation: July 23-24, 1993, San Francisco, California. Washington, D.C: The Commission, 1994.

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31

Mason, Robert. Mercury Fate and Transport in the Global Atmosphere: Emissions, Measurements and Models. Boston, MA: Springer-Verlag New York, 2009.

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32

United States-Taiwan Bilateral Workshop on Understanding Sedimentation Processes and Model Evaluation (2nd 1993 San Francisco, Calif.). Proceedings, the Second United States-Taiwan Bilateral Workshop on Understanding Sedimentation Processess and Model Evaluation: July 23-24, 1993, San Francisco, California. Washington, D.C: The Commission, 1993.

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33

Saavedra, Carlos. Estimating spatial patterns of soil erosion and deposition in the Andean region using geo-information techniques: A case study in Cochabamba, Bolivia. [Wageningen: s.n.], 2005.

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34

Kouwen, N. Silt curtains to control sediment movement on construction sites. Downsview, Ont: The Research and Development Branch, Ontario Ministry of Transportation, 1990.

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35

Kouwen, N. Silt fences to control sediment movement on construction sites. Downsview, Ont: The Research and Development Branch, Ontario Ministry of Transportation, 1990.

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36

Belaud, Gilles. Modeling of sediment transport in irrigation canals of Pakistan, examples of application: Definition of a simple simulation tool ... Lahore: In collaboration with International Sedimentation Research Institute Pakistan (ISRIP), 1996.

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37

Belaud, Gilles. Modeling of sediment transport in irrigation canals of Pakistan, examples of application: Definition of a simple simulation tool ... Lahore: In collaboration with International Sedimentation Research Institute Pakistan (ISRIP), 1996.

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38

Uwarunkowania i funkcjonowanie procesów denudacji chemicznej mikrozlewni na obszarze młodoglacjalnym i ich wpływ na morfodynamikę stoków: Zlewnia górnej Parsęty, Pomorze Zachodnie. Poznań: Wydawn. Naukowe UAM, 2003.

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39

Yang, Xiaoqing. Manual on sediment management and measurement. Geneva, Switzerland: Secretariat of the World Meteorological Organization, 2003.

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40

Stets, Johannes. Depositional environments in the Lower Devonian siliciclastics of the Rhenohercynian Basin (Rheinisches Schiefergebirge, W-Germany): Case studies and a model. Stuttgart: E. Schweizerbart'sche Verlagsbuchhandlung, 2002.

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41

Jackson, M. P. A. Centrifuge modeling of the effects of aggradation and progradation on syndepositional salt structures. Austin, TX: University of Texas at Austin, 1988.

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42

Jackson, M. P. A. Centrifuge modeling of the effects of aggradation and progradation on syndepositional salt structures. Austin, Tex: Bureau of Economic Geology, University of Texas at Austin, 1988.

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43

Organization, World Meteorological. Manual on sediment management and measurement. Geneva, Switzerland: Secretariat of the World Meteorological Organization, 2003.

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44

Shukla, Bhagwan S. Diffusion coefficient and mixing depth through environmental radioactivity (models and applications). Hamilton, Ont: Environmental Research & Publications, 2010.

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45

International, Conference on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems (1993 Davis Calif ). Verification of numerical procedures for the analysis of soil liquefaction problems: Proceedings of the International Conference on the Verification of Numerical Proceedures for the Analysis of Soil Liquifaction Problems, Davis, California, USA, 17-20 October 1993. Rotterdam: A.A. Balkema, 1993.

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46

M, Robertson Dale. Use of frequency-volume analyses to estimate regionalized yields and loads of sediment, phosphorus, and polychlorinated biphenyls to lakes Michigan and Superior. Madison, Wis: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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47

M, Robertson Dale. Use of frequency-volume analyses to estimate regionalized yields and loads of sediment, phosphorus, and polychlorinated biphenyls to lakes Michigan and Superior. Madison, Wis: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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48

Robertson, Dale M. Use of frequency-volume analyses to estimate regionalized yields and loads of sediment, phosphorus, and polychlorinated biphenyls to lakes Michigan and Superior. Madison, Wis: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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49

M, Robertson Dale. Use of frequency-volume analyses to estimate regionalized yields and loads of sediment, phosphorus, and polychlorinated biphenyls to lakes Michigan and Superior. Madison, Wis: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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50

Pollock, Rob. Total hip replacement: modes of failure. Oxford University Press, 2011. http://dx.doi.org/10.1093/med/9780199550647.003.007010.

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Streszczenie:
♦ Total hip replacements (THRs) may fail in various ways. They may become infected, they may be subject to aseptic loosening, they may dislocate, or a periprosthetic fracture may occur. The patient with a failed THR must be thoroughly assessed before treatment is contemplated♦ Infection may be acute or chronic. Assessment involves clinical assessment, plain radiographs, blood tests (C-reactive protein and erythrocyte sedimentation rate), hip aspiration, and, sometimes, nuclear medicine. The acutely infected hip may be treated with one-stage revision. This involves thorough lavage, debridement, and exchange of all modular components as well as long-term antibiotic therapy. The gold standard of treatment for a chronically infected THR is a two-stage revision. Success rates of 80–90% can be expected♦ Aseptic loosening typically occurs at the cement bone interface in hips where a metal-on-polyethylene bearing couple has been used. Bone resorption takes place as a result of an inflammatory response to small wear particles. After infection has been excluded the treatment of choice is a single-stage revision♦ Dislocation may be the result of patient factors, implant factors, or poor surgical technique. It is imperative for the clinician to minimize the risk by selecting patients carefully, using the correct combination of implants and performing surgery accurately♦ The management of periprosthetic fractures depends on how well the implants are fixed and quality of bone stock. Treatment ranges from simple fixation of the fracture through to revision augmented with strut allograft.
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