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Academic literature on the topic 'Alaska Brides'

Author: Grafiati

Published: 4 June 2021

Last updated: 3 February 2022

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Journal articles on the topic "Alaska Brides"

1

Mander, John B., Dion R. Allicock, and Ian M. Friedland. "Seismic Performance of Timber Bridges." Transportation Research Record: Journal of the Transportation Research Board 1740, no. 1 (January 2000): 75–84. http://dx.doi.org/10.3141/1740-10.

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Compared with the seismic performance of concrete and steel highway bridges, the seismic performance of timber bridges is not well understood. This is because, historically, little effort has been spent on documenting the seismic performance of timber bridges in past earthquakes or conducting research to develop an improved understanding of the seismic design or retrofit requirements for timber bridges. Research work sponsored by FHWA and conducted at the University at Buffalo in conjunction with the Multidisciplinary Center for Earthquake Engineering Research to ( a) document the seismic performance of timber bridges in past earthquakes, ( b) experimentally assess the strength and ductility capabilities of timber pile substructures, and ( c) conduct a seismic vulnerability analysis of timber bridges (principally with shaking in the longitudinal direction) to assess the expected modes of failure is presented. Finally, with a particular emphasis on the 1964 Alaska earthquake, conclusions demonstrating why certain types of behavior lead to failures in timber bridges are drawn.

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Çelebi, Mehmet. "Highlights of a Cursory Study of Behavior of Three Instrumented Buildings during the Mw 7.1 Anchorage, Alaska, Earthquake of 30 November 2018." Seismological Research Letters 91, no. 1 (October 23, 2019): 56–65. http://dx.doi.org/10.1785/0220190220.

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Abstract This is a cursory study of the recorded responses of three buildings instrumented by the U.S. Geological Survey (USGS) in Anchorage, Alaska, during the Mw 7.1 earthquake of 30 November 2018. The earthquake caused the strongest shaking in Anchorage since the well‐known 1964 Mw 9.2 Great Alaska earthquake. Since the 1964 event, several structures (buildings and bridges) in Anchorage have been instrumented by the USGS, and their responses have been recorded during multiple events. For each of the three buildings (the 14‐story Frontier Building, the 20‐story Atwood Building, and the 22‐story Hilton Hotel) studied herein, essential dynamic characteristics and significant behavioral aspects such as beating and torsional motions are identified. Recorded peak accelerations and displacements are provided, and average drift ratios are computed using the peak displacements at the roof levels with respect to the ground level. These average drift ratios imply that the motions are at levels expected not to cause damage to the buildings. Visualization videos of both the 14‐story Frontier and the 20‐story Atwood Buildings have been developed to display overall shaking of the buildings during the earthquake.

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Keller, Gordon R., and Steven C. Devin. "Geosynthetic-Reinforced Soil Bridge Abutments." Transportation Research Record: Journal of the Transportation Research Board 1819, no. 1 (January 2003): 362–68. http://dx.doi.org/10.3141/1819b-46.

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Geosynthetic-reinforced soil (GRS) bridge abutments have been used on a number of bridge projects over the past decade. This adaptation of reinforced soil technology to bridge structures and their approach fills offers an excellent opportunity to simplify construction, reduce construction time, and reduce cost on structures for which this technology is appropriate. This design concept, in which the actual bridge superstructure rests upon the GRS abutment wall, minimizes differential settlement and eliminates the problematic “bridge bump” found on many structures. The technology has been adapted to both road and trail bridges. The basic design concept of GRS used in bridge abutment applications was evaluated, along with its advantages and disadvantages. Some selected case histories of GRS bridge abutments on low-volume roads and trails in Alaska and California were considered. In addition, the Mammoth bridges, in the mountains of northern California, with high design snow loads and high horizontal peak ground accelerations, afforded an opportunity to design, construct, and monitor GRS-supported spread-footing abutments under difficult service conditions.

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Whitman, Jackson S. "Diet and Prey Consumption Rates of Nesting Boreal Owls, Aegolius funereus, in Alaska." Canadian Field-Naturalist 123, no. 2 (April 1, 2009): 112. http://dx.doi.org/10.22621/cfn.v123i2.688.

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Dietary composition and prey consumption rates of nesting Boreal Owls, Aegolius funereus, were investigated during 2004–2006 using two methods. Dietary composition was determined during nest visits through examination of 1882 fresh remains containing at least 11 mammalian and 15 avian species. Consumption rates were calculated based on laboratory examination of seven prey detritus bricks following fledging, yielding 1051 items of five different taxa. During 2003–2006, small mammal snap-trapping was conducted in the vicinity of occupied nest boxes, and relative abundance of potential prey items was estimated. A total of 4020 trap-nights yielded 695 small mammal captures of eight species. Consumption rates of nestling owls ranged from 22.0 to 29.7 g of food per day, averaging 24.2 g (SD = 1.8). Comparisons between availability of small mammals (as indicated by snap-trapping) and consumption (as indicated by nest visits and analysis of prey detritus bricks) showed that Boreal Owls are generally preying on mammals proportionate to their occurrence.

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Belore, Randy. "Large Wave Tank Dispersant Effectiveness Testing in Cold Water." International Oil Spill Conference Proceedings 2003, no. 1 (April 1, 2003): 381–85. http://dx.doi.org/10.7901/2169-3358-2003-1-381.

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ABSTRACT Research experiments were completed to determine the viability of using chemical dispersants on two crude oils in very cold water conditions. Tests were completed at Ohmsett (the National Oil Spill Response Test Facility in Leonardo, New Jersey) in late February and early March of 2002. Ohmsett is a large outdoor, above-ground concrete tank (203 m long by 20 m wide by 3.4 m deep) filled with 9.84 million gallons of salt water. The tank has a wave-generating paddle, a wave-dissipating beach, and mobile bridges that transport equipment over its surface. A refrigeration unit was installed to ensure that the water was kept at near freezing temperatures during the entire test program. A total of twelve large-scale tests were completed. Corexit 9500 and Corexit 9527 were applied to fresh and weathered Hibernia and Alaska North Slope crude oils, on cold water (-0.5 to 2.4 °C), at dispersant-to-oil ratios (DORs) ranging from 1:14 to 1:81. The average wave amplitude for the tests ranged between 16.5 and 22.5 cm and the average wave period was between 1.7 and 1.9 seconds. The effectiveness of the dispersant in each test was documented through extensive video records and by measurement of the residual oil remaining within the containment boom at the end of each test. The results clearly show that both dispersants were effective in dispersing the two crude oils tested in cold-water conditions.

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Wang, Xiao Dong, Olle Hagman, Niclas Björngrim, and Lennart Elfgren. "Engineered Wood in Cold Climate - Application to Monitoring of a New Swedish Suspension Bridge." Advanced Materials Research 639-640 (January 2013): 96–104. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.96.

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Engineered wood is increasingly used in large structures in Europe, though little is known of its behavior in cold climate. This paper presents the structural health monitoring (SHM) system of a newly built suspension bridge with a deck of glulam timber as well as a bond stability study regarding cold climate performance of engineered wood. The bridge is located in Skellefteå in northern Sweden, and it connects two parts of the city situated on opposite shores of the Skellefteå river. In this ongoing study of the timber-bridge, a structural health monitoring system is employed to verify structural design and long-term performance. This 130m-span bridge is monitored using GNSS receivers, MEMS accelerometers, laser positioning systems, wireless moisture content sensors, strain gauges and weather stations. Data from the monitoring systems is analyzed regarding accuracy, complexity, costs and reliability for long time use. Engineered wood application in bridges, sports centers and timber buildings are discussed. Bond stability of glulam structures in cold climate is also examined in a range of experiments ranging from small glued wood joints to full size glulam bridge performance over time. From an engineered wood material point of view, the study is relevant to cold regions such as Scandinavia, Canada, Alaska, Russia, and the northern parts of China and Japan etc. The engineered wood constructions in these areas will be exposed to low temperature in a quite long period each year. The goal is to determine how engineered wood behaves when exposed to temperatures between 20 °C to -60 °C.

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Stanislawski, Lawrence, Tyler Brockmeyer, and Ethan Shavers. "Automated Extraction of Drainage Channels and Roads through Deep Learning." Abstracts of the ICA 1 (July 15, 2019): 1–2. http://dx.doi.org/10.5194/ica-abs-1-350-2019.

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<p><strong>Abstract.</strong> The National Map provides geospatial data that support various uses such as resource management, disaster response, and science investigations. To properly support these needs, data themes of the National Map must be regularly updated and spatially integrated as the features on the ground change because of environmental or man-made events. The elevation theme of the National Map is managed through the 3D Elevation Program (3DEP), which is currently (2019) coordinating collection of high resolution (HR) elevation data for the United States over an eight-year period (Sugarbaker et al. 2014). Through this program, lidar point-cloud data are being collected for the conterminous United States, Hawaii, and U.S. territories, with coarser resolution interferometric synthetic aperture radar (ifsar) data being collected for the remote areas of Alaska. HR digital elevation models (DEMs) can be generated at 1 and 3 meter resolution from the lidar point-cloud data and are also furnished by 3DEP.</p><p>This research develops automated methods to update the hydrography and transportation themes of the National Map in a manner that integrates with the HR elevation and image layers. Surface water drainage networks can be extracted from a HR DEM using flow-direction and flow-accumulation modelling, but results of these methods vary depending on environmental conditions and the existence of anthropogenic features that may affect the accuracy of the elevation model, such as vegetative cover, roads, bridges, and other urban structures. Hydrologic conditioning or enforcement of a HR DEM overcome some of these issues and improve flow modelling for drainage network extraction through techniques such as filtering (Passalaqua et al. 2010), filling sinks (Tarboton 1997), cutting channels through embankments at culvert and bridge locations (Poppenga et al. 2012), or burning-in existing streams (Maidment 1996). However, drainage network extraction results can vary substantially with these techniques and the methods generally require some manual intervention and/or tuning of parameters (Poppenga et al. 2013). Consequently, additional work is needed to streamline and further automate such methods for the various landscape conditions within the United States.</p>

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Neil Phillips, G. "Metamorphic fluids and gold." Mineralogical Magazine 57, no. 388 (September 1993): 365–74. http://dx.doi.org/10.1180/minmag.1993.057.388.02.

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AbstractLow-salinity fluids (T > 200°C reduced S, modest CO2) and high geothermal gradients are common to many gold deposits and provinces. In contrast, host rocks, hosting structures, depth of formation (in the crust during deposition), subsequent metamorphic overprint, alteration mineralogy and isotopic signatures can vary dramatically within single deposits or provinces. Gold deposits with co-product base metals are an exception to the above comments, and probably relate to saline fluids.The low salinity fluids inferred for major gold-only deposits are not easily explained by seawater, basinal brines, meteoric fluid or common magmatic processes. In contrast, metamorphic devolatilisation of mafic/greywacke rocks is one effective way to produce low-salinity metamorphic fluids with characteristics matching the gold fluids. Such an origin also explains the link to geothermal gradients.The transition from chlorite—albite—carbonate assemblages to amphibole-plagioclase assemblages (commonly greenschist—amphibolite facies boundary) involves considerable loss of metamorphic fluid whose composition is buffered by the mineral assemblage, and is a function of P and T. This low salinity, H2O-CO2 fluid is evolved at T > 400°C commonly carries reduced sulphur, and may contain Au complexed with this sulphur. This auriferous fluid is likely to mix with other fluid types during times of elevated temperature, especially magmatic fluids at depth, and upper crustal fluids at higher levels.Gold deposits in Archaean greenstone belts exhibit good evidence of low salinity, H2O-CO2 fluids of T > 300°C these include examples from Canada, Australia, Brazil, Zimbabwe, India, and South Africa. Turbidite-hosted (slate-belt) deposits exhibit similar evidence for such fluids but commonly with appreciable CH4; the Victoria and Juneau (Alaska) goldfields are examples. The Witwatersrand goldfields also show evidence of low salinity, H2O-CO2 fluids carrying reduced sulphur and gold, but their distribution and timing are not well established. Epithermal (sensu lato) gold deposits have evidence for low salinity fluids carrying Au and S, but are much more diverse in character than those from the previously mentioned gold provinces: this probably arises from mixing of several fluid types at high crustal levels. Together these four types of gold provinces account for over 80% of the primary gold mined to date.

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9

Sawchuk, Craig, Joan Russo, Gary Ferguson, Jennifer Williamson, Janice Sabin, Jack Goldberg, Odile Madesclaire, Olivia Bogucki, and Dedra Buchwald. "Barriers and bridges to implementing a workplace wellness project in Alaska." Rural and Remote Health, July 14, 2020. http://dx.doi.org/10.22605/rrh5946.

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Cooper, Zachary S., Josephine Z. Rapp, Shelly D. Carpenter, Go Iwahana, Hajo Eicken, and Jody W. Deming. "Distinctive microbial communities in subzero hypersaline brines from Arctic coastal sea ice and rarely sampled cryopegs." FEMS Microbiology Ecology 95, no. 12 (October 18, 2019). http://dx.doi.org/10.1093/femsec/fiz166.

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ABSTRACT Hypersaline aqueous environments at subzero temperatures are known to be inhabited by microorganisms, yet information on community structure in subzero brines is very limited. Near Utqiaġvik, Alaska, we sampled subzero brines (–6°C, 115–140 ppt) from cryopegs, i.e. unfrozen sediments within permafrost that contain relic (late Pleistocene) seawater brine, as well as nearby sea-ice brines to examine microbial community composition and diversity using 16S rRNA gene amplicon sequencing. We also quantified the communities microscopically and assessed environmental parameters as possible determinants of community structure. The cryopeg brines harbored surprisingly dense bacterial communities (up to 108 cells mL–1) and millimolar levels of dissolved and particulate organic matter, extracellular polysaccharides and ammonia. Community composition and diversity differed between the two brine environments by alpha- and beta-diversity indices, with cryopeg brine communities appearing less diverse and dominated by one strain of the genus Marinobacter, also detected in other cold, hypersaline environments, including sea ice. The higher density and trend toward lower diversity in the cryopeg communities suggest that long-term stability and other features of a subzero brine are more important selective forces than in situ temperature or salinity, even when the latter are extreme.

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Books on the topic "Alaska Brides"

1

Mary, Connealy, and Y'Barbo Kathleen, eds. Alaska brides. Uhrichsville, Ohio: Barbour Pub. Inc., 2008.

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2

Murray, David A. Early Aleutians East Borough Alaska Marriage Index 1745-1950: Computer Indexed Alaska Marriage Records by Nicholas Russell Murray. 3878 W 3200 S, Salt Lake City, UT 84120-2154 USA ph.801-966-1611 huntingforbears@yahoo.com: Hunting For Bears Genealogical Society and Library, 2012.

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3

Alaskan mail-order bride: An Alaskan romance. Salcha, Alaska: Alaska Wordworks Pub., 1995.

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Ferguson, Judy. Bridges to statehood: The Alaska-Yugoslav connection. Big Delta, Alaska: Voice of Alaska Press, 2009.

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Corporation, Alaska Railroad. Annotated bibliography of Alaska Railroad & related timber bridges. Anchorage, Alaska: Alaska Railroad Corp., 2008.

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Bridging Alaska: From the Big Delta to the Kenai. Walnut Creek, Calif: Hardscratch Press, 1991.

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Copyright Paperback Collection (Library of Congress), ed. The bride wore blue jeans. New York: Silhouette Books, 2003.

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Brabets, Timothy P. Scour assessment at bridges from Flag Point to Million Dollar Bridge, Copper River Highway, Alaska. Anchorage, Alaska: U.S. Dept. of the Interior, U.S. Geological Survey, 1994.

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Maintenance Management Conference (9th 2000 Juneau, Alaska). Maintenance management: Proceedings of the Ninth Maintenance Management Conference, Juneau, Alaska, July 16-20, 2000. Washington, D.C: National Academy Press, 2001.

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Kramer, Steven Lawrence. Seismic vulnerability of the Alaskan Way Viaduct: Summary report. [Olympia, Wash: Washington State Dept. of Transportation, 1995.

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Book chapters on the topic "Alaska Brides"

1

Hulsey, J. L., D. K. Delaney, R. B. Bunch, and R. W. Briggs. "Instrumentation of a Cable Stayed Bridge at Skagway, Alaska." In Bridge Evaluation, Repair and Rehabilitation, 445–62. Dordrecht: Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-2153-5_33.

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"Mitigating Impacts of Natural Hazards on Fishery Ecosystems." In Mitigating Impacts of Natural Hazards on Fishery Ecosystems, edited by Christian E. Zimmerman, Christina A. Neal, and Peter J. Haeussler. American Fisheries Society, 2008. http://dx.doi.org/10.47886/9781934874011.ch29.

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<em>Abstract.</em>—Fish and fishing communities are iconic symbols of Alaska. Volcanoes, earthquakes, and tsunamis also stand out as processes that define or shape the Alaska landscape. Alaska has numerous fishing ports that regularly rank in the top 10 ports for commercial landings by weight and value in the United States. In addition to commercial fisheries, subsistence fisheries and sport fishing play an important role in the economy and culture of Alaska. Alaska is home to one of the most active plate boundaries on the planet, where the Pacific Plate is subducting the North American Plate at rates greater than 5 cm/year. This process brings to Alaska earthquakes, tsunamis, and volcanic eruptions. Active plate boundaries around the Pacific basin also make Alaska vulnerable to transoceanic tsunamis generated by earthquakes thousands of miles away. Alaska is the most seismically active state in the United States by a large margin and one of the most active areas in the world. In this paper, we examine the distribution of fishing communities and fish habitat with respect to volcanic and earthquake hazards and discuss the possible implications of these natural hazards to fisheries. Because natural hazards cannot be prevented, communities must prepare for and minimize risk associated with such events. Understanding the nature and distribution of natural hazards is the first step in preparing for future events and limiting the impacts of those events.

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Phillips, P., and R. El-Hacha. "Rehabilitation prioritization for Canadian Alaska Highway structures." In Bridge Maintenance, Safety, Management, Resilience and Sustainability, 189–94. CRC Press, 2012. http://dx.doi.org/10.1201/b12352-20.

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"Seismic upgrade of column-bent cap connections of Alaska bridges." In Advances in Bridge Maintenance, Safety Management, and Life-Cycle Performance, Set of Book & CD-ROM, 665–66. CRC Press, 2015. http://dx.doi.org/10.1201/b18175-263.

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Marble, Andrew. "Savior of the Kurds?" In Boy on the Bridge, 133–50. University Press of Kentucky, 2019. http://dx.doi.org/10.5810/kentucky/9780813178028.003.0012.

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The chapter begins on April 18, 1991, during Operation Provide Comfort commander Lieutenant General John Shalikashvili’s first overflight of the Iraqi-Turkish border. It lays out the scope of this post-Gulf War humanitarian crisis—over 500,000 Kurdish refugees trapped within deadly border mountains—and explains how especially fear of Saddam Hussein’s chemical attacks prompted the Kurds to flee Iraq. The chapter’s second half flashes back to Shalikashvili’s first assignment as an officer, in Alaska in 1959–60, to show his exceptional job performance, his struggles with arrogance and ambition, and his incipient development of a leadership style based on the “three pillars of leadership” or “love, character, and professionalism.” It also shows his loneliness and search for belonging—including how, five years since being betrayed by her, Shalikashvili tracks down Blondie and offers a marriage proposal that is rebuffed, further raising the theme of unrequited love.

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"CHAP. VII. ASHEETHA. A NESTORIAN HOUSE. THE MASSACRE. — ZAWEETHA. — NESTORIAN PRIESTS. MURGHI. - LIZAN.—SCENE OF THE MASSACRE. A TIYARI BRIDGE. — R AOL A. — THE HOUSE OF THE MELEK. TIYARI WOMEN. THE DISTRICT OF TKHOMA. ALARM OF THE INHABITANTS.— CHURCH SERVICE. TKHOMA GOWAIA. A KURDISH CHIEF. — PASS INTO BAZ. ERGUB. RETURN TO TKHOMA. BE-ALATHA. ROADS OF TIYARI. — CHONBA. MURDER OF MELEK ISMAIL RETURN TO ASHEETHA KASHA AURAHAM A COPPER MINE. CHALLEK OURMELI. — A SUBASHI. A KURDISH SAINT. — MALTHAYIAH. SCULPTURES. ALKOSH. — TOMB OF THE PROPHET NAHUM. RABBAN HORMUZD. - TELKEF AND ITS CHRISTIAN INHABITANTS. RETURN TO MOSUL. — SECOND MASSACRE IN THE NESTORIAN MOUNTAINS.— CAPTURE AND EXILE OF BEDER KHAN BEY." In Nineveh and Its Remains, 173–239. Piscataway, NJ, USA: Gorgias Press, 2004. http://dx.doi.org/10.31826/9781463209902-011.

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Conference papers on the topic "Alaska Brides"

1

Thomas, Howard. "Bridge Foundation Design Methodology in Alaska." In GeoTrans 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40744(154)106.

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Conaway, J. S. "Analysis of Real-Time Streambed Scour Data from Bridges in Alaska." In World Environmental and Water Resources Congress 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40927(243)373.

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Erwin, M. D., C. R. Pierson, and D. B. Bennion. "Brine Imbibition Damage in the Colville River Field, Alaska." In SPE Annual Technical Conference and Exhibition. Society of Petroleum Engineers, 2003. http://dx.doi.org/10.2118/84320-ms.

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Erwin, M. D., C. R. Pierson, and D. B. Bennion. "Brine Imbibition Damage in the Alpine/Colville River Field, Alaska." In Canadian International Petroleum Conference. Petroleum Society of Canada, 2003. http://dx.doi.org/10.2118/2003-050.

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Krzewinski, Thomas G., and Travis E. Ross. "A Case Study on Thermal Foundation Design for the Goldstream Valley Bridge—Alaska Railroad MP 432.1, West of Fairbanks, Alaska." In 10th International Symposium on Cold Regions Development. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412978.013.

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Panik, Michal, and Vladimir Necas. "Evaluation of External Exposure During Building and Operation of Concrete Bridges Constructions That Reuse the Conditionally Released Steels." In ASME 2011 14th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2011. http://dx.doi.org/10.1115/icem2011-59120.

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This paper presents ongoing results of the project presented at ICEM’10 [1] related to the topics of reusing the conditionally released materials from decommissioning. The subject of the reuse of conditionally released materials in this case is modeling of bridge constructions which reuse the conditionally released steel in the form of reinforcement bars for the concrete bridges. A general approach for the project was presented at ICEM’10. The activities of the project continue in evaluating the individual effective doses from the external exposure based on reused conditionally released steels separately for public and for professionals (the internal exposure will be evaluated in next stages of the project). Evaluated scenarios are related to critical groups of professionals constructing the bridges (worker’s scenarios). The computer code VISIPLAN 3D ALARA 4.0 planning tool was used for the calculation of the individual effective dose for professionals. Various limits of the annual individual effective dose are used for the evaluation of calculation results. The aim of the ongoing modeling is to develop a set of data of maximal radioactivity concentration for individual radionuclides in the conditionally released steel used in the bridges model constructions in order not to exceed the limits for the individual effective dose.

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Lubiewski, Michael C., Pedro F. Silva, and Genda Chen. "Retrofit of Column-Bent Cap Connections of Alaska Bridges for Seismic Loadings: Damage Evaluation." In Structures Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)86.

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Patil, Shivkumar Balasaaheb, Abhijit Yeshwant Dandekar, Shirish Patil, and Santanu Khataniar. "Low Salinity Brine Injection for EOR on Alaska North Slope (ANS)." In International Petroleum Technology Conference. International Petroleum Technology Conference, 2008. http://dx.doi.org/10.2523/12004-ms.

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Patil, S., A. Y. Dandekar, S. L. Patil, and S. Khataniar. "Low Salinity Brine Injection for EOR on Alaska North Slope (ANS)." In IPTC 2008: International Petroleum Technology Conference. European Association of Geoscientists & Engineers, 2008. http://dx.doi.org/10.3997/2214-4609-pdb.148.iptc12004.

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Patil, Shivkumar, Abhijit Dandekar, Shirish Patil, and Santanu Khataniar. "Low Salinity Brine Injection for EOR on Alaska North Slope (ANS)." In International Petroleum Technology Conference. Society of Petroleum Engineers, 2008. http://dx.doi.org/10.2523/iptc-12004-ms.

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Reports on the topic "Alaska Brides"

1

Decker, P. L. Alaska GeoSurvey News - A brief overview of Alaska petroleum systems. Alaska Division of Geological & Geophysical Surveys, December 2006. http://dx.doi.org/10.14509/15750.

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Szumigala, D. J., and M. B. Werdon. Rare-Earth Elements: A brief overview including uses, worldwide resources, and known occurrences in Alaska. Alaska Division of Geological & Geophysical Surveys, March 2011. http://dx.doi.org/10.14509/22262.

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Scour assessment at bridges from Flag Point to Million Dollar Bridge, Copper River Highway, Alaska. US Geological Survey, 1994. http://dx.doi.org/10.3133/wri944073.

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Methodology and Estimates of Scour at Selected Bridge Sites in Alaska. US Geological Survey, 2001. http://dx.doi.org/10.3133/wri004151.

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