Добірка наукової літератури з теми "Storm sewers Vietnam"

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Статті в журналах з теми "Storm sewers Vietnam":

1
Li, James, and Alex McCorquodale. "Modeling Mixed Flow in Storm Sewers." Journal of Hydraulic Engineering 125, no. 11 (November 1999): 1170–80. http://dx.doi.org/10.1061/(asce)0733-9429(1999)125:11(1170).
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2
Tang, Yangbo, David Z. Zhu, and Bert van Duin. "Erosion on Cohesive Deposition in Storm Sewers." Journal of Environmental Engineering 146, no. 12 (December 2020): 04020136. http://dx.doi.org/10.1061/(asce)ee.1943-7870.0001824.
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3
Nalluri, Chandramouli, and Aminuddin Ab Ghani. "Design options for self-cleansing storm sewers." Water Science and Technology 33, no. 9 (April 1996): 215–20. http://dx.doi.org/10.2166/wst.1996.0214.
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A list of available codes of practice for self-cleansing sewers is presented and a review of appraisals of minimum velocity criterion is summarised. Comparisons of newly developed “minimum velocity” criteria and “minimum shear stress” criterion are presented. Some design charts are also given. These charts are applicable to non-cohesive sediments (typically storm sewers). It appears that sediment size and concentration need to be taken into account, and that a limited depth of sediment bed is recommended for large pipes (diameters > 1000 mm) to maximise their transport capacity.
4
Akan, A. Osman. "Risk Model for Storm Sewers with Submerged Outlets." Journal of Environmental Engineering 113, no. 6 (December 1987): 1376–84. http://dx.doi.org/10.1061/(asce)0733-9372(1987)113:6(1376).
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5
Fuamba, Musandji. "Contribution on transient flow modelling in storm sewers." Journal of Hydraulic Research 40, no. 6 (November 2002): 685–93. http://dx.doi.org/10.1080/00221680209499915.
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6
Leo, Steve. "Strategic Asset Management Planning for Separate Storm Sewers." Proceedings of the Water Environment Federation 2010, no. 1 (January 2010): 176–200. http://dx.doi.org/10.2175/193864710798286984.
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7
Almedeij, Jaber, and Nora Almohsen. "Remarks on Camp’s Criterion for Self-Cleansing Storm Sewers." Journal of Irrigation and Drainage Engineering 136, no. 2 (February 2010): 145–48. http://dx.doi.org/10.1061/(asce)ir.1943-4774.0000129.
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8
Volschan, Isaac. "The challenge of dry-weather sewage intakes as a sustainable strategy to develop urban sanitation in the tropics." Water Practice and Technology 15, no. 1 (December 2019): 38–47. http://dx.doi.org/10.2166/wpt.2019.084.
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Abstract Informal housing, and operational and management deficiencies, influence sewerage system performance in Brazil. Inadequate sewage volumes in storm sewers lead to fecal contamination and affect recreational water environments. As overflow structures, dry-weather sewage intakes (DWSIs) are used to intercept and transfer sewage from storm- to sewage- sewers. For cities without public services, the DWSI strategy has been suggested as an option to enable easier and more rapid responses in terms of sewage pollution control. The strategy may also lead to gradual construction of a separate sewerage system in a two-step plan: initially, based on the construction of DWSIs and wastewater treatment plants, and then, on the construction of separate sewers. The paper is a discussion of the main technical challenges in sustainability of the DWSI strategy, and includes a case study of slum and other informal housing areas in Rio de Janeiro.
9
Julínek, Tomáš, and Jaromír Říha. "Assessing stream water quality influenced by storm overflows from sewers." Pollack Periodica 12, no. 2 (August 2017): 117–28. http://dx.doi.org/10.1556/606.2017.12.2.10.
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10
Schilperoort, Rémy, Holger Hoppe, Cornelis de Haan, and Jeroen Langeveld. "Searching for storm water inflows in foul sewers using fibre-optic distributed temperature sensing." Water Science and Technology 68, no. 8 (October 2013): 1723–30. http://dx.doi.org/10.2166/wst.2013.419.
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A major drawback of separate sewer systems is the occurrence of illicit connections: unintended sewer cross-connections that connect foul water outlets from residential or industrial premises to the storm water system and/or storm water outlets to the foul sewer system. The amount of unwanted storm water in foul sewer systems can be significant, resulting in a number of detrimental effects on the performance of the wastewater system. Efficient removal of storm water inflows into foul sewers requires knowledge of the exact locations of the inflows. This paper presents the use of distributed temperature sensing (DTS) monitoring data to localize illicit storm water inflows into foul sewer systems. Data results from two monitoring campaigns in foul sewer systems in the Netherlands and Germany are presented. For both areas a number of storm water inflow locations can be derived from the data. Storm water inflow can only be detected as long as the temperature of this inflow differs from the in-sewer temperatures prior to the event. Also, the in-sewer propagation of storm and wastewater can be monitored, enabling a detailed view on advection.

Дисертації з теми "Storm sewers Vietnam":

1
Kuhail, Z. S. A. "Sediment transport in storm sewers." Electronic Thesis or Dissertation, University of Salford, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234631.
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2
Mat, Suki R. B. "Sediment transport in storm sewers." Electronic Thesis or Dissertation, University of Salford, 1987. http://usir.salford.ac.uk/43025/.
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Literature survey made in this research indicated that the roughness has a significant effect on the design of a self-cleansing sewer. A conceptual model was therefore developed taking into account the effect of roughness in the sediment transport in sewers. This model was later tested against experimental data obtained from a test rig. The rig had a pipe which was specially fabricated in two halves so that it could be divided to coat the interior with uniform sand grains to provide roughness. The experimental data shows a good correlation with the model developed. Two relationships i.e. for smooth and rough pipes, were derived from the results. The effects of volumetric sediment concentration, pipe diameter, sediment size and effective roughness on these relationships were in turn examined. Head loss formulae acquired by past researchers were slightly modified to suit the range covered by the experimental data. The relationships developed in this research were subsequently applied to sewer design. These were later compared to the criterion of 0.76 m/s proposed by the British Standards. In the case of smooth pipes, it shows conclusively that the criterion of 0.76 m/s produces excessive slopes for pipe diameter up to 1.0 metre. However, for rough pipes the criterion gives insufficient slopes to maintain a self-cleansing sewer. This is valid up to a pipe diameter of 0.3 metre. Beyond this diameter the criterion gives high slopes. Comparisons were also made with studies in the wider field of sediment transport on fixed bed. These have set in context the proposed formulae for smooth and rough pipes in the design of storm sewers.
3
McCutcheon, Matthew D. "Modeling Exfiltrating Storm Sewers Using SWMM." Text, University of Cincinnati / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1282569476.
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4
Susai, Manickam Sheeba Rose Mary. "Dimensionless Design Charts for Exfiltration in Storm Sewers." Text, University of Cincinnati / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1342544885.
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5
Ota, Jose Junji. "Effect of particle size and gradation on sediment transport in storm sewers." Electronic Thesis or Dissertation, University of Newcastle upon Tyne, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.299669.
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6
Bowers, Bryan E. "Development and analysis of computer aided design and drafting software for storm sewers." Thesis, Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/80328.
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A software package has been developed for the IBM personal computer that aids engineers in storm sewer design and drafting. The most unique feature of this software package is its extensive use of the AutoCAD graphics system. The software package uses AutoCAD to enter storm sewer data. Drainage areas, sewer line locations, type of structures, and all other hydrologic parameters can be entered. The software also creates plan and profile drawings of the storm sewer system through AutoCAD. There are other unique features. The software can calculate the hydraulic grade line for the system. If the user enters street centerlines and widths, the program can automatically calculate the exact coordinates for drainage inlet structures located on streets. If contour lines are entered, the program will determine the surface profile above the sewer lines, calculate the approximate elevations of the structures, and check for minimum ground cover when designing the storm sewer system. Data can be entered two ways in AutoCAD. The first way is to simply enter the numeric values for the parameters. The second way is to enter the raw data and let the program calculate the parameters. An example of this would be, entering a drainage area polygon and letting the program calculate the drainage area, weighted runoff coefficient and the time of concentration. This software allows the engineer to design and later make changes in the configuration of a storm sewer system quickly and easily.
Master of Science
7
Watkins, Edwin W. "Extended stormwater detention basin design for pollutant removal." Thesis, Virginia Tech, 1993. http://hdl.handle.net/10919/44177.
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8
Peng, Yang Amy, and 彭阳. "Living with water: decentralized storm water management in urban village." PG_Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2011. http://hub.hku.hk/bib/B50707048.
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9
Wong, Ka-chung Colin, and 黃家聰. "Hydraulics of bottom rack chamber for supercritical flow diversion." PG_Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2009. http://hub.hku.hk/bib/B42664469.
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10
Cave, Kelly A. "Evaluation of the effectiveness of BMP's for urban stormwater management: single-event simulation." Thesis, Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/101316.
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A desk top model has been developed for "user-friendly" application in personal computers to simulate watershed response to a rainfall event in terms of runoff generation and to estimate nonpoint source pollutant loadings associated with the storm event. The algorithms utilize the SCS TR - 55 method for calculating runoff hydrographs for a single storm event. A methodology has been adapted to generate pollutographs which combines the SCS Type II rainfall distribution with the standard pollutant washoff equations. In addition, this model allows for the design, evaluation, and cost effectiveness analysis of various best management practice (BMP) measures as tools to manage stormwater quantity and quality.
M.S.

Книги з теми "Storm sewers Vietnam":

1
Suki, Ramli Bin Mat. Sediment transport in storm sewers. Salford: University of Salford, 1987.
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2
Kuhail, Zaher Saa'di A. Sediment transport in storm sewers. Salford: University of Salford, 1989.
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3
Osborn, Lynn E. Trenchless renewal of culverts and storm sewers. Reston, Va: American Society of Civil Engineers, 2010.
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4
Committee, New York Nonpoint Source Coordinating. Storm sewers--: The rivers beneath our feet. [Washington, D.C.?: U.S. Dept. of Agriculture, Soil Conservation Service, 1994.
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5
Committee, New York Nonpoint Source Coordinating. Storm sewers--: The rivers beneath our feet. [Washington, D.C.?: U.S. Dept. of Agriculture, Soil Conservation Service, 1994.
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6
Committee, New York Nonpoint Source Coordinating. Storm sewers--: The rivers beneath our feet. [Washington, D.C.?: U.S. Dept. of Agriculture, Soil Conservation Service, 1994.
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7
Guo, James C. Y. Urban storm water design. Highlands Ranch, Colo: Water Resources Publications, 2003.
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8
Pazwash, Hormoz. Urban storm water management. Boca Raton, FL: CRC Press, 2011.
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9
Field, Richard. Storm and combined sewer pollution control: A compilation of significant references. Cincinnati, Ohio: Risk Reduction Engineering Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, 1991.
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10
Kolsky, Pete. Storm drainage: An engineering guide to the low-cost evaluation of system performance. London: IT Publications, 1998.
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Частини книг з теми "Storm sewers Vietnam":

1
Davis, Leonard. "The Lull before a Further Storm?" In Hong Kong and the Asylum-Seekers from Vietnam, 160–86. London: Palgrave Macmillan UK, 1991. http://dx.doi.org/10.1007/978-1-349-21701-4_8.
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2
Hager, Willi H. "Design of Sewers." In Wastewater Hydraulics, 55–68. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-11383-3_3.
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3
Evans, Harry B. "Water Supply and Sewers." In A Companion to the City of Rome, 247–62. Chichester, UK: John Wiley & Sons, Ltd, 2018. http://dx.doi.org/10.1002/9781118300664.ch11.
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4
Srinivasa, K. G., Siddesh G. M., and Srinidhi H. "Storm." In Computer Communications and Networks, 109–23. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-77800-6_7.
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5
Huynh, Du The, and José Gomez-Ibañez. "Vietnam." In The Urban Transport Crisis in Emerging Economies, 267–82. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-43851-1_13.
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6
Ngo, Chien Quoc, and Hien Thi Tran. "Vietnam." In Private International Law Aspects of Corporate Social Responsibility, 663–90. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-35187-8_21.
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7
Preston, Andrew. "Vietnam." In A Companion to John F. Kennedy, 269–87. Oxford, UK: John Wiley & Sons, Ltd, 2014. http://dx.doi.org/10.1002/9781118608760.ch14.
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Wong, Reuben Y. "Vietnam." In The Europeanization of French Foreign Policy, 147–90. London: Palgrave Macmillan UK, 2006. http://dx.doi.org/10.1057/9780230555013_5.
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Utting, Peter. "Vietnam." In Economic Reform and Third-World Socialism, 83–116. London: Palgrave Macmillan UK, 1992. http://dx.doi.org/10.1007/978-1-349-22095-3_4.
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Campbell, C. J. "Vietnam." In Campbell's Atlas of Oil and Gas Depletion, 105–7. New York, NY: Springer New York, 2012. http://dx.doi.org/10.1007/978-1-4614-3576-1_25.
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Тези доповідей конференцій з теми "Storm sewers Vietnam":

1
Najafi, Mohammad, and Lynn Osborn. "Trenchless Renewal of Culverts and Storm Sewers." In International Pipelines Conference 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40994(321)71.
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2
Najafi, Mohammad, and Lynn Osborn. "ASCE Manual on Trenchless Renewal of Storm Sewers and Culverts." In International Conference on Pipelines and Trenchless Technology (ICPTT) 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41073(361)101.
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3
Karvinen, T., and R. Karvinen. "Two-Objective Shape Optimization of Sewers." In ASME 2008 Fluids Engineering Division Summer Meeting collocated with the Heat Transfer, Energy Sustainability, and 3rd Energy Nanotechnology Conferences. ASMEDC, 2008. http://dx.doi.org/10.1115/fedsm2008-55259.
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Hydraulic characteristics of different sewer shapes are studied. The sewer must carry a very large flow rate for example in storm conditions, but most of the time there is very little flow at the bottom. This causes sedimentation of particles, which is avoided by having a high flow velocity. These are contradicting objectives in sewer design and therefore yield a multi-objective optimization problem. It is shown using a shape optimization procedure, that hydraulic characteristics of existing sewers can be improved. Using the optimization scheme, the Pareto-optimal solution of a shape optimization problem is found, for which the objectives are maximizing the flow velocity at low flow rates and maximizing the volume flow rate when the sewer is full. If the volume flow rate is to be maximized, almost a square cross-section is the best and the lower part of the sewer is very narrow if the velocity at the bottom is to be maximized. Hydraulic characteristics of sewers of different shapes are compared. In order to obtain optimal results in a reasonable time, an analytical treatment using the Manning formula is adopted and its results are compared with a numerical solution. Traditionally, in this kind of analysis the friction factor in the Manning formula is assumed constant. The validity of this assumption is confirmed using numerical modeling of flow (CFD).
4
Jeyapalan, Jey K. "Municipal Optical Fiber through Existing Sewers, Storm Drains, Drinking Waterlines, and Gas Pipes May Complete the Last Mile." In Pipeline Engineering and Construction International Conference 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40690(2003)97.
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5
Lutaenko, Konstantin, and Konstantin Lutaenko. "COASTAL MARINE BIODIVERSITY OF VIETNAM: CURRENT PROBLEM." In Managing risks to coastal regions and communities in a changing world. Academus Publishing, 2017. http://dx.doi.org/10.31519/conferencearticle_5b1b9371a04467.54905418.
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A brief overview of the coastal biodiversity of Vietnam based on surveys conducted by the A.V. Zhirmunsky Institute of Marine Biology, Far Eastern Branch of the Russian Academy of Sciences for last 35 years. Main problems related to threats to biodiversity are discussed on the example of the intertidal communities, coral reefs, and molluscan diversity. Threats to marine biodiversity in Vietnam are summarized as follows: habitat degradation, fragmentation and loss (especially important are mangrove forest destruction, loss of coral reefs, change in landscape mosaic of wetland, estuary, sand and mud flats); global climate change including sea level rise, storm events, rainfall pattern change, warming of the coastal ocean; effects of fishing and other forms of overexploitation; pollution and marine litter; species introduction/invasions; physical alterations of coasts; tourism. Consolidated data of Vietnamese and Russian researchers on biodiversity and coastal zone management can be used in interpretations of ecosystem changes and for development of recommendations for local/national decision-makers.
6
Lutaenko, Konstantin, and Konstantin Lutaenko. "COASTAL MARINE BIODIVERSITY OF VIETNAM: CURRENT PROBLEM." In Managing risks to coastal regions and communities in a changing world. Academus Publishing, 2017. http://dx.doi.org/10.21610/conferencearticle_58b43159228ea.
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A brief overview of the coastal biodiversity of Vietnam based on surveys conducted by the A.V. Zhirmunsky Institute of Marine Biology, Far Eastern Branch of the Russian Academy of Sciences for last 35 years. Main problems related to threats to biodiversity are discussed on the example of the intertidal communities, coral reefs, and molluscan diversity. Threats to marine biodiversity in Vietnam are summarized as follows: habitat degradation, fragmentation and loss (especially important are mangrove forest destruction, loss of coral reefs, change in landscape mosaic of wetland, estuary, sand and mud flats); global climate change including sea level rise, storm events, rainfall pattern change, warming of the coastal ocean; effects of fishing and other forms of overexploitation; pollution and marine litter; species introduction/invasions; physical alterations of coasts; tourism. Consolidated data of Vietnamese and Russian researchers on biodiversity and coastal zone management can be used in interpretations of ecosystem changes and for development of recommendations for local/national decision-makers.
7
Celestini, R., G. Silvagni, M. Spizzirri, and F. Volpi. "Sediment transport in sewers." In WATER RESOURCES MANAGEMENT IV. Southampton, UK: WIT Press, 2007. http://dx.doi.org/10.2495/wrm070261.
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Enfinger, Kevin L., and Patrick L. Stevens. "Estimating Groundwater Infiltration in Sewers." In Pipelines 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784483213.022.
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THONG, BUI XUAN. "MAPPING PRE-COMPUTED MAXIMUM OF ENVELOP OF WATER WITH POSSIBLE MAXIMAL STORM SURGE OCCURRING AT VIETNAM COAST." In Proceedings of the 5th International Conference on APAC 2009. World Scientific Publishing Company, 2009. http://dx.doi.org/10.1142/9789814287951_0104.
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Hoffman, Kenneth. "Vietnam remembered." In ACM SIGGRAPH 2005 Educators program. New York, New York, USA: ACM Press, 2005. http://dx.doi.org/10.1145/1187358.1187373.
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Звіти організацій з теми "Storm sewers Vietnam":

1
Rowan, James H. A Comparison of U.S. Army Reserve Component Mobilization and Use in Vietnam and Desert Shield/Storm. Fort Belvoir, VA: Defense Technical Information Center, May 1992. http://dx.doi.org/10.21236/ada253239.
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2
Harris, Jody, Phuong Huynh, Hoa T. Nguyen, Nga Hoang, Lan Tran Mai, Le Danh Tuyen, and Phuong Hong Nguyen. Vietnam country brief. Washington, DC: International Food Policy Research Institute, 2020. http://dx.doi.org/10.2499/p15738coll2.133803.
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3
Pinkel, Robert. Ocean Dynamics: Vietnam DRI. Fort Belvoir, VA: Defense Technical Information Center, September 2013. http://dx.doi.org/10.21236/ada601137.
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Pinkel, Robert. Ocean Dynamics: Vietnam DRI. Fort Belvoir, VA: Defense Technical Information Center, September 2012. http://dx.doi.org/10.21236/ada572183.
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Pinkel, Robert, and Drew Lucas. Ocean Dynamics: Vietnam DRI. Fort Belvoir, VA: Defense Technical Information Center, September 2014. http://dx.doi.org/10.21236/ada618054.
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Stannard, Casey Rhea, and Andrea Eastin. Teaching personalized fit to home sewers using a hybrid workshop format: A case study. Ames: Iowa State University, Digital Repository, 2017. http://dx.doi.org/10.31274/itaa_proceedings-180814-1751.
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