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Artykuły w czasopismach na temat "Water diversion"
HOGUE, CHERYL. "CLEAN WATER ACT DIVERSION?" Chemical & Engineering News 80, nr 47 (25.11.2002): 16–17. http://dx.doi.org/10.1021/cen-v080n047.p016.
Pełny tekst źródłaWang, Dong, Yi Tian Li, Jin Yun Deng i Yun Ping Yang. "Study on Water and Sediment Diversion Variations in Songzikou after the Three Gorges Reservoir Storage". Applied Mechanics and Materials 353-356 (sierpień 2013): 2631–36. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.2631.
Pełny tekst źródłaWeigang, Xu, Yu Yilei, Yu Yilei, Ma Muyuan, Ma Muyuan, Guo Jia, Guo Jia i in. "Effects of Water Replenishment from Yellow River on Water Quality of Hengshui Lake Wetland". Journal of Plant and Animal Ecology 1, nr 1 (12.03.2018): 58–62. http://dx.doi.org/10.14302/issn.2637-6075.jpae-18-1937.
Pełny tekst źródłaXu, Ruichen, Yong Pang, Zhibing Hu i John Paul Kaisam. "Dual-Source Optimization of the “Diverting Water from the Yangtze River to Tai Lake (DWYRTL)” Project Based on the Euler Method". Complexity 2020 (4.08.2020): 1–12. http://dx.doi.org/10.1155/2020/3256596.
Pełny tekst źródłaWang, Fuqiang, Huan Yang, Heng Zhao i Pingping Kang. "Ecological effect evaluation of water diversion in the Yellow River delta wetland". Water Policy 20, nr 4 (6.06.2018): 744–57. http://dx.doi.org/10.2166/wp.2018.166.
Pełny tekst źródłaParsakhoo, Aidin, Akbar Mazri i Mohsen Mostafa. "Efficiency of some conservation treatments for soil erosion control on unallowable slopes of skid trails". Journal of Forest Science 66, No. 9 (29.09.2020): 368–74. http://dx.doi.org/10.17221/61/2020-jfs.
Pełny tekst źródłaDerepasko, Diana, Felix Witing, Francisco J. Peñas, José Barquín i Martin Volk. "Towards Adaptive Water Management—Optimizing River Water Diversion at the Basin Scale under Future Environmental Conditions". Water 15, nr 18 (18.09.2023): 3289. http://dx.doi.org/10.3390/w15183289.
Pełny tekst źródłaDavis, E., V. H. Remenda i E. K. Sauer. "Quality Degradation in Waters Undergoing Interbasin Transfer". Water Quality Research Journal 23, nr 3 (1.08.1988): 408–23. http://dx.doi.org/10.2166/wqrj.1988.030.
Pełny tekst źródłaHe, Wen Xue, Cha Qing Li i Dong Yun Chen. "Analysis of Water Diversion Way and Suitable Discharge Based on Water Environment Improvement Goal in the River Network". Advanced Materials Research 779-780 (wrzesień 2013): 1588–91. http://dx.doi.org/10.4028/www.scientific.net/amr.779-780.1588.
Pełny tekst źródła周, 研来. "Risk Analysis for Flood Control of Water Diversion and Recipient Reservoirs in Water Diversion Project". Journal of Water Resources Research 05, nr 02 (2016): 136–42. http://dx.doi.org/10.12677/jwrr.2016.52017.
Pełny tekst źródłaRozprawy doktorskie na temat "Water diversion"
Chen, Hui, i Peter F. Ffolliott. "South-to-North Water Diversion Project in China". Arizona-Nevada Academy of Science, 2008. http://hdl.handle.net/10150/296674.
Pełny tekst źródłaPruneda, Erik Brian. "Use of stream response functions and stella software to determine impacts of replacing surface water diversions with groundwater pumping withdrawals on instream flows within the Bertrand Creek and Fishtrap Creek watersheds, Washington State, USA". Online access for everyone, 2007. http://www.dissertations.wsu.edu/Thesis/Fall2007/e_pruneda_121907.pdf.
Pełny tekst źródłaKhalil, Kamal. "Water surface profile modelling for Pinjarra flood diversion channel and economic evaluation". Thesis, Curtin University, 2007. http://hdl.handle.net/20.500.11937/2455.
Pełny tekst źródłaKhalil, Kamal. "Water surface profile modelling for Pinjarra flood diversion channel and economic evaluation". Curtin University of Technology, Department of Civil Engineering, 2007. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=17589.
Pełny tekst źródłaZhu, Junlin. "Simulation and design of diversion and detention system for urban stormwater management". Thesis, Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/94495.
Pełny tekst źródłaM.S.
Chan, Che-san Teresa, i 陳芷珊. "Water management in China: the quantitative and qualitative approaches in the eastern route of the south to northwater diversion project". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hub.hku.hk/bib/B50702889.
Pełny tekst źródłaTuran, Kamil Hakan. "Development Of A Computer Program For Optimum Design Of Diversion Weirs". Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/12605490/index.pdf.
Pełny tekst źródłaFockler, Matthew N. "Plumbing the Truckee : water, diversion and the creation of community along the Truckee River, Nevada /". abstract and full text PDF (free order & download UNR users only), 2007. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1448330.
Pełny tekst źródła"August, 2007." Includes bibliographical references (leaves 301-309). Online version available on the World Wide Web. Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2007]. 1 microfilm reel ; 35 mm.
Van, Heerden Morne Jandre. "Control of sediment diversion in run-of-river hydropower schemes". Thesis, Stellenbosch : Stellenbosch University, 2012. http://hdl.handle.net/10019.1/71849.
Pełny tekst źródłaENGLISH ABSTRACT: Sedimentation and the effects it has on turbine blades was the primary problem identified in run-of-river (RoR) hydropower schemes. Sedimentation in RoR hydropower schemes also increases trash rack blockage and reduces energy output in the long-term. Damage occurs to all underwater parts that come into contact with sediment. The main concern is sediment passing through the hydropower intake and causing turbine damage. The reason for the abrasion and cavitation of turbine blades is increased sediment loads in river channels. This problem can be overcome in two ways. The first is the use of existing lakes or reservoir storage upstream as natural sand traps, and the second is by investigating the three features associated with river bend diversion, which are: the optimum diversion location in a river bend to minimise the abstraction of sediment, the optimum diversion structure angle to limit coarse sediment diversion, and the sediment load diverted through the intake. The first objective of the research was investigated by construction of a physical model of a curved river channel to determine the location of the deepest scour forming on the outside of the bend. The second objective was to test the diversion orientation to maximize the local scour and thereby limiting sediment diversion at the intake. A third objective was to compare mathematical 2D model simulated scour results with the findings of the laboratory tests to evaluate the reliability of the numerical model predictions. Finally different diverted discharge ratios were tested with different intake setups in the physical model, to evaluate the sediment load diverted. . The first experiment in the curved laboratory channel was to predict where the deepest scour takes place without a diversion structure. This was then followed by placing a diversion structure at the maximum scour position, retrieved from experiment one, and by angling the structure with reference to the flow direction. The flow direction vector was placed as a tangent to the bend and orientated at angles of 0⁰, 30⁰, 45⁰ and 60⁰ into the bend direction. The optimum diversion location was found to be positioned on the outside of the bend, approximately 60⁰ into the channel bend. The final position of maximum scour in a 90⁰ bend corresponds with the Sediment Committee and the Chinese Hydraulic Engineering Societies (1992) prediction of 60⁰ into the bend. The optimal diversion had a 30⁰ angle to the flow direction, as this presented the most efficient and effective scouring in front of the model intake. Numerical simulations were performed with the CCHE 2D (hydrodynamics and sediment dynamics) modelling program. The numerical results were compared to the physical results to validate CCHE as a beneficial simulation tool. It was found that the numerical model predicted the scour depths at the intakes tested with an accuracy of 43.8%, which is within the accuracy range of the sediment transport equation used by the numerical model. The final experiment was the diversion of sediment with different intake level heights and discharges. It was evident from the results that low sediment diversion ratios were achieved with a diverted discharge ratio of 50% or less. The intake elevation highest above the channel bed diverted the least sediment. The interrelationship between Diverted Discharge Ratio (DDR), Diverted Froude number Ratio (DFrR) and Diverted Sediment load Ratio (SDR) was established in the study. It is recommended that RoR schemes have sand traps downstream of the diversion structures and that turbines are coated with HVOF to overcome the power loss arising due to the excessive erosion of hydro turbines.
AFRIKAANSE OPSOMMING: Sedimentasie en die invloed wat dit het op turbines was die primêre probleem geïdentifiseer in “run-of-river” (RoR) hidrokrag-skemas. Die sediment wat saam met die water uit ‟n rivier uitgekeer word beskadig die inlaatrooster en verlaag kragopwekking in die langtermyn. Skade word aangerig aan alle onderwatertoerusting en masjinerie wat aan sediment blootgestel word. Die grootste probleem tydens die uitkering van water is die growwe sediment wat daarmee deur die onttrekking inlaat gaan en turbineskade veroorsaak. Soos wat die sedimentlading in die rivier drasties toeneem, sal afslyting en kavitasie van turbinelemme meer gereeld voorkom. Dié probleem kan op twee maniere beperk word. Die een is die gebruik van bestaande opgaardamme stroomop, en die tweede is deur die ondersoek van drie kenmerke van rivierdraaie en uitkeringstrukture, bv. die optimale uitskurings posisie in 'n rivierdraai (sonder ʼn struktuur) om die diepste uitskuringposisie op die buitekant van die draai te bepaal, die optimale uitkeringsstruktuuroriëntasie wat maksimum uitskuring verseker en die sediment uitkering beperk, en die lading van sedimentonttrekking deur die inlaat. Die eerste doelwit van die navorsing is ondersoek deur ʼn fisiese model te bou van ʼn kronkelkanaal en te bepaal waar die diepste uitskring plaasvind op die buitekant van die draai. Die tweede doelwit van die studie was om die optimale uitkeringshoek te bepaal vir 'n uitkeringstruktuur sodat die uitskuring by die inlaat ʼn maksimum is om die uitkering van sediment te beperk. ʼn Derde doelwit was om die akkuraatheid van ʼn wiskundige model se uitskuring voorspelling te toets teen die waargenome laboratorium resultate. Die finale doelwit was om vir verskillende inlaatontwerpe, rivier- en uitkeervloeie die sedimentladings wat uitgekeer word te ondersoek. Die eerste eksperiment in die kronkelende kanaal was voorberei om die optimale uitskuring in die draai te bepaal. Dit is gevolg deur toetse met uitkeerstrukture by die maksimum uitskurings posisie te plaas en die hoek van die struktuur dan te verander met verwysing na die vloeirigting. Die vloeirigting vektor was as 'n raaklyn geplaas op die kanaal draai en georiënteer met hoeke: 0⁰, 30⁰, 45⁰ en 60⁰, in die rigting van die draai. Die optimale uitskurings posisie was aan die buiterand van die kanaal draai gevind, ongeveer 60⁰ in die draai in. Die maksimum uitskuur posisie van 'n 90⁰ kanaal draai stem ooreen met SC en CHES (1992) se resultaat van 60⁰ in die draai in. Daar was ook genoegsame bewyse dat 'n optimale uitkeerwerke oriëntasie van 30⁰ die doeltreffendste en effektiefste uitskuring sal gee. Numeriese simulasies is deur middel van 'n twee dimensionele wiskundige model CCHE 2D (hidro- en sedimentdinamika) uitgevoer. Die numeriese resultate was vergelyk met die laboratoriumresultate om die CCHE program te verifieer as 'n voordelige simulasie program. Daar is gevind dat die wiskundige model die uitskuurdieptes by die inlate met ʼn akkuraatheid van 43.8 % voorspel, wat binne die akkuraatheid is van die sedimentvervoervergelyking wat deur die numeriese model gebruik word. Die finale eksperiment was die uitkering van sediment met verskillende inlaathoogtes en uitkerings sedimentladings. Uit die toetse was dit duidelik dat 'n lae sediment uitkeerverhouding behaal kan word met 'n uitkeerverhouding van 50% en minder. Verdere waarnemings het ook gewys dat die inlaathoogte van die uitkeerstruktuur met die optimale resultate die hoogste bokant die rivierbedding was. Die verwantskap tussen die uitgekeerde deurstromingverhouding, die uitgekeerde Froude getal verhouding en die uitgekeerde sedimentlading is bepaal in die navorsing. Dit word aanbeveel dat sandvangkanale stroomaf van uitkeerwerke geplaas word en dat turbines met HVOF as bedekkingsmateriaal beskerm word om kragverliese as gevolg van buitensporige erosie van die turbines te voorkom.
Khalil, Kamal A. "Water surface profile modelling for Pinjarra flood diversion channel and economic evaluation of assets a risk from flooding /". Full text available, 2007. http://adt.curtin.edu.au/theses/available/adt-WCU20080415.093754.
Pełny tekst źródłaKsiążki na temat "Water diversion"
Board, Alberta Natural Resources Conservation. Revised Highwood Diversion Plan. Edmonton, AB: Natural Resources Conservation Board, c2008., 2008.
Znajdź pełny tekst źródłainc, CH2M Hill. Vista Grande diversion feasibility evaluation. [San Francisco, CA?]: CH2M HILL ; Duffey Co., 2001.
Znajdź pełny tekst źródłaSmith, Michael French. Great Lakes water diversion: Protecting Michigan's interests. Lansing, MI (300 S. Washington Sq., Suite 401, Lansing 48933): Public Sector Consultants, 1986.
Znajdź pełny tekst źródłaBaldwin, Pamela. Legal issues related to diversion of water from Lake Michigan to the Mississippi River. [Washington, D.C.]: Congressional Research Service, Library of Congress, 1988.
Znajdź pełny tekst źródłaSeminário, Transposição das Águas do Rio São Francisco (2000 Brasília Brazil). Transposição das águas do Rio São Francisco. Brasília: Conselho Federal de Engenharia, Arquitetura e Agronomia, 2000.
Znajdź pełny tekst źródłaBezerra, Evandro. A Barragem do Castanhão e a transposição do Rio São Francisco. Fortaleza: [s.n.], 1996.
Znajdź pełny tekst źródłaHalliday, R. A. Report to the International Joint Commission on the division of the waters of the St. Mary and Milk Rivers. Helena, Mont: U.S. Geological Survey, 1995.
Znajdź pełny tekst źródłaLystrom, David J. Report to the International Joint Commission on the division of the waters of the St. Mary and Milk Rivers. [Ottawa, Ont: International Joint Commission, 1996.
Znajdź pełny tekst źródłaʻAbdān, Raḥīm Ḥamīd. Taghayyur majrá Nahr Dijlah bayna Balad wa-Baghdād, khilāl al-ʻaṣr al-ʻAbbāsī bi-istiʻmāl muʻṭayāt al-istishʻār ʻan buʻd. ʻAmmān: Dār Usāmah lil-Nashr wa-al-Tawzīʻ, 2013.
Znajdź pełny tekst źródłaHickman, R. Edward. Water quality on days of diversion and days of no diversion, Pompton and Passaic rivers, New Jersey, 1987-95. West Trenton, N.J: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.
Znajdź pełny tekst źródłaCzęści książek na temat "Water diversion"
Annin, Peter. "Aversion to Diversion". W The Great Lakes Water Wars, 62–83. Washington, DC: Island Press/Center for Resource Economics, 2018. http://dx.doi.org/10.5822/978-1-61091-993-7_4.
Pełny tekst źródłaParua, Pranab Kumar. "Turmoil Over Water Diversion". W The Ganges, 133–47. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-3103-7_9.
Pełny tekst źródłaTian, Fuwei, Jiangyu Dai, Jiayi Xu, Xiufeng Wu, Shiqiang Wu, Yu Zhang, Fangfang Wang i Ang Gao. "Do the Short-Term Water Diversion from Yangtze River Increase Phosphorus Bioavailability in the Water-Receiving Area?" W Lecture Notes in Civil Engineering, 1098–112. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_96.
Pełny tekst źródłaChen, He, i Robert B. Wenger. "Water Diversion Projects in China". W Securing Water and Wastewater Systems, 213–32. Cham: Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-01092-2_10.
Pełny tekst źródłaWirsing, Robert G., Daniel C. Stoll i Christopher Jasparro. "Damming the Rivers — III: The Diversion Imperative". W International Conflict over Water Resources in Himalayan Asia, 113–29. London: Palgrave Macmillan UK, 2013. http://dx.doi.org/10.1057/9781137292193_5.
Pełny tekst źródłaMirza, M. Monirul Qader, i Maminul Haque Sarker. "Effects on Water Salinity in Bangladesh". W The Ganges Water Diversion: Environmental Effects and Implications, 81–102. Dordrecht: Springer Netherlands, 2004. http://dx.doi.org/10.1007/978-1-4020-2792-5_5.
Pełny tekst źródłaSummers, L. E., J. D. Purkaple i J. D. Allison. "Laboratory Evaluation of Crosslinked Polymer Gels for Water Diversion". W Water-Soluble Polymers for Petroleum Recovery, 313–28. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4757-1985-7_22.
Pełny tekst źródłaXu, Xirong, Hongwu Tang i Wangyu Qin. "Techniques of Water Diversion and Sediment Prevention in Estuary Regions". W Advances in Water Resources and Hydraulic Engineering, 1044–48. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_183.
Pełny tekst źródłaHossain, Md Faruque. "Sustainable Water Technology: Diversion of Transpiration Mechanism to Meet Global Water Supply Naturally". W Global Sustainability, 189–95. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34575-3_10.
Pełny tekst źródłaMirza, M. Monirul Qader. "The Ganges Water Diversion: Environmental Effects and Implications — An Introduction". W The Ganges Water Diversion: Environmental Effects and Implications, 1–12. Dordrecht: Springer Netherlands, 2004. http://dx.doi.org/10.1007/978-1-4020-2792-5_1.
Pełny tekst źródłaStreszczenia konferencji na temat "Water diversion"
Espey, W. H., i Jeff Fuller. "History of the Lake Michigan Diversion". W World Environmental and Water Resources Congress 2021. Reston, VA: American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483466.072.
Pełny tekst źródłaMiller, Gregory. "Mississippi River - West Bay Sediment Diversion". W World Water and Environmental Resources Congress 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40737(2004)402.
Pełny tekst źródłaHe, Shawei, Keith W. Hipel i D. Marc Kilgour. "Water diversion conflict in Danjiangkou, China". W 2012 IEEE International Conference on Systems, Man and Cybernetics - SMC. IEEE, 2012. http://dx.doi.org/10.1109/icsmc.2012.6378108.
Pełny tekst źródłaBulchaev, N. D., M. Sh Mintsaev, I. G. Gairabekov, A. Sh Khaladov i N. D. Bulchaev. "Flow Diversion Technologies and Water Restriction". W Proceedings of the International Symposium "Engineering and Earth Sciences: Applied and Fundamental Research" dedicated to the 85th anniversary of H.I. Ibragimov (ISEES 2019). Paris, France: Atlantis Press, 2019. http://dx.doi.org/10.2991/isees-19.2019.79.
Pełny tekst źródłaZhang, Qingqing. "Improved Analytic Hierarchy in Water Diversion Scheme". W Advances in Materials, Machinery, Electrical Engineering (AMMEE 2017). Paris, France: Atlantis Press, 2017. http://dx.doi.org/10.2991/ammee-17.2017.94.
Pełny tekst źródłaUyumaz, Ali. "Design Procedure of a Lateral Diversion from a Triangular Channel". W Joint Conference on Water Resource Engineering and Water Resources Planning and Management 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40517(2000)416.
Pełny tekst źródłaPoon, Ying, i Sherilyn Kimura. "City of Newport Beach Storm Drain Diversion Study". W World Environmental and Water Resources Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)410.
Pełny tekst źródłaKaramouz, Mohammad, Siyamak Doroudi, Azadeh Ahmadi i Ali Moridi. "Optimal Design of Water Diversion System: A Case Study". W World Environmental and Water Resources Congress 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41036(342)342.
Pełny tekst źródłaXia, Zanyang. "Water-saving wet cooling tower based on water pump diversion cycle". W XVI INTERNATIONAL CONFERENCE ON LUMINESCENCE AND LASER PHYSICS DEVOTED TO THE 100TH ANNIVERSARY OF IRKUTSK STATE UNIVERSITY. Author(s), 2019. http://dx.doi.org/10.1063/1.5089056.
Pełny tekst źródłaZhang, Xin, Chao Song, Jiazhen Li i Mingke Zheng. "Loss of hydropower caused by upstream water diversion: A case study of Pingshang water diversion project in Shanxi, China". W 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769158.
Pełny tekst źródłaRaporty organizacyjne na temat "Water diversion"
J.B. Case. WATER DIVERSION MODEL. Office of Scientific and Technical Information (OSTI), grudzień 1999. http://dx.doi.org/10.2172/862244.
Pełny tekst źródłaHam, Y., i S. Sitaraman. Development of a Safeguards Verification Method and Instrument to Detect Pin Diversion from Pressurized Water Reactor (PWR) Spent Fuel Assemblies Phase I Study. Office of Scientific and Technical Information (OSTI), grudzień 2008. http://dx.doi.org/10.2172/946251.
Pełny tekst źródłaStewart, Shannon C. Supplement Analysis for the Watershed Management Program EIS (DOE/EIS-0265/SA-102) - Yakima Tributary Access and Habitat Program – Ellensburg Water Company/ Cooke Creek Diversion Project. Office of Scientific and Technical Information (OSTI), styczeń 2003. http://dx.doi.org/10.2172/824176.
Pełny tekst źródłaWater Management Institute (IWMI), International. Community Engagement in Small Scale Irrigation, River Diversion, and Reservoir Systems Training Curriculum: facilitator manual. Manual prepared under the project “Improving Sustainability of Impacts of Agricultural Water Management Interventions in Challenging Contexts”. International Water Management Institute (IWMI)., 2014. http://dx.doi.org/10.5337/2014.220.
Pełny tekst źródłaWater Management Institute (IWMI), International. Community Engagement in Small Scale Irrigation, River Diversion, and Reservoir Systems Training Curriculum: session cards. Manual prepared under the project “Improving Sustainability of Impacts of Agricultural Water Management Interventions in Challenging Contexts”. International Water Management Institute (IWMI)., 2014. http://dx.doi.org/10.5337/2014.221.
Pełny tekst źródłaWater Management Institute (IWMI), International. Community Engagement in Small Scale Irrigation, River Diversion, and Reservoir Systems Training Curriculum: participant workbook. Manual prepared under the project “Improving Sustainability of Impacts of Agricultural Water Management Interventions in Challenging Contexts". International Water Management Institute (IWMI)., 2014. http://dx.doi.org/10.5337/2014.222.
Pełny tekst źródłaOnny Nurrahman Marwayana, Onny Nurrahman Marwayana. How does mesophotic fish diversity compare to shallow water fish diversity? Experiment, marzec 2024. http://dx.doi.org/10.18258/67557.
Pełny tekst źródłaWiggert, Jerry, Brandy Armstrong, Mustafa Kemal Cambazoglu i K. K. Sandeep. Mid-Breton Sediment Diversion (MBrSD) Assessment – Final Report. The University of Southern Mississippi, 2022. http://dx.doi.org/10.18785/sose.001.
Pełny tekst źródłaMessina, Francesca, Ioannis Georgiou, Melissa Baustian, Travis Dahl, Jodi Ryder, Michael Miner i Ronald Heath. Real-time forecasting model development work plan. Engineer Research and Development Center (U.S.), wrzesień 2023. http://dx.doi.org/10.21079/11681/47599.
Pełny tekst źródłaAbdirahman Abdi Ali, Abdirahman Abdi Ali. What is the known diversity of Somali waters? Experiment, czerwiec 2022. http://dx.doi.org/10.18258/27312.
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