Bibliographies thématiques / Green water

Littérature scientifique sur le sujet « Green water »

Auteur : Grafiati
Publié le 4 juin 2021
Mis à jour le 10 février 2022

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Articles de revues sur le sujet "Green water"

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López. « Green Water ». Fairy Tale Review 16 (2020) : 51. http://dx.doi.org/10.13110/fairtalerevi.16.1.0051.

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Bagwan, Nurjaha, Pradnya Kushire et Manasi Deshpande Priyanka Singh Prof Shyam Gupta. « IoT based water saving technique for Green Farming ». International Journal of Trend in Scientific Research and Development Volume-2, Issue-4 (30 juin 2018) : 1492–95. http://dx.doi.org/10.31142/ijtsrd14435.

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Kim, Yong Jig, Ki-Seok Shin, Seung-Chul Lee, Youngrok Ha et Sa Young Hong. « Computation of the Bow Deck Design Pressure against the Green Water Impact ». Journal of the Society of Naval Architects of Korea 56, no 4 (20 août 2019) : 343–51. http://dx.doi.org/10.3744/snak.2019.56.4.343.

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Zhou, Haihua, Yunxia Liu et Yanlin Song. « Water Based Green Lithography ». NIP & ; Digital Fabrication Conference 2018, no 1 (23 septembre 2018) : 57–60. http://dx.doi.org/10.2352/issn.2169-4451.2018.34.57.

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Gyuricza, Csaba, Ákos Tarnawa et Márton Jolánkai. « „Green water” – „Zöld víz” ». Agrokémia és Talajtan 61, no 1 (1 juin 2012) : 235–36. http://dx.doi.org/10.1556/agrokem.60.2012.1.17.

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Low, Denise, et Thomas King. « Green Grass, Running Water ». American Indian Quarterly 18, no 1 (1994) : 104. http://dx.doi.org/10.2307/1185744.

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Berner, Robert L., et Thomas King. « Green Grass, Running Water ». World Literature Today 67, no 4 (1993) : 869. http://dx.doi.org/10.2307/40149762.

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Pennisi, E. « Water Reclamation Going Green ». Science 337, no 6095 (9 août 2012) : 674–76. http://dx.doi.org/10.1126/science.337.6095.674.

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Varner, John S. « Green Medicine, Muddy Water ». Journal of Alternative and Complementary Medicine 7, no 4 (août 2001) : 361–70. http://dx.doi.org/10.1089/107555301750463242.

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Klossek, Michael L., Julien Marcus, Didier Touraud et Werner Kunz. « Highly water dilutable green microemulsions ». Colloids and Surfaces A : Physicochemical and Engineering Aspects 442 (février 2014) : 105–10. http://dx.doi.org/10.1016/j.colsurfa.2012.12.061.

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Thèses sur le sujet "Green water"

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Han, Juchull. « Impact of green water on FPSOs ». Thesis, University of Newcastle Upon Tyne, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.275418.

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Greco, Marilena. « A Two-Dimensional Study of Green-Water Loading ». Doctoral thesis, Norwegian University of Science and Technology, Faculty of Engineering Science and Technology, 2001. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-524.

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Large relative motions between the ship and the water may cause water shipping on the main deck. In this thesis, the fundamental features of water-on-deck phenomena are in vestigated, together with the "green" water loading on a deck house in the bow region. The studies are relevant for a stationary ship like a FPSO in head sea waves.

Potential flow theory is used to study numerically a nonlinear two-dimensional problem in a plane containing the ship's centerplane. The developed model is verified by various test cases, and validated by published as well as new experimental data.

The influence of wave parameters, ship motions and hull geometry is investigated. Relevance of three-dimensional effects is discussed.

Dedicated two-dimensional model tests have been performed, both to elucidate the fluid mechanics involved in the water shipping and to validate the numerical method. It is found that the water shipping starts in the form of a plunging wave hitting the deck. This could cause structural damages. Most often, the plunging is localized in the bow region and do not affect the main flow at a later stage. In a few cases, larger masses of water bluntly impacting with the deck have been observed. The latter is consistent with seldom observations reported in 3-D experiments, with large and steep waves plunging directly onto the deck. More often the water flow along the deck resembles the one subsequent to a dam breaking. Both types of events are investigated numerically. The impact pressures on a vertical wall in the bow area are measured and compare well with the boundary element method.

The reliability of a dam-breaking model and shallow-water approximation to study the propagation of water on the deck is examined. The former can only qualitatively describe the flow evolution.The latter can in principle be used but needs information from the exterior flow and, thus, the solution of the complete ship-waveinteraction problem.

Water impacts with a deck house in the bow area are studied in details. Use of a similarity solution for a water wedge hitting a rigid wall at 90º is compared with the fully numerical solution. The method predicts correctly the first stages of the impact with a smaller computational effort. Inuence of local flow conditions and wall slope on hydrodynamic loads is discussed. Importance of hydroelasticity is investigated in case of realistic structural parameters for the deck house. This shows a limited role of structural deformations in determining the maximum loads.

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Pham, Xuan Phuc. « Green water and loading on high speed containerships ». Thesis, Connect to e-thesis, 2008. http://theses.gla.ac.uk/249/.

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Thesis (Ph.D.) - University of Glasgow, 2008.
Ph.D. thesis submitted to the Department of Naval Architecture and Marine Engineering, Faculty of Engineering, University of Glasgow, 2008. Includes bibliographical references. Print copy also available.
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Abel, Heiko. « Frigate defense effectiveness in asymmetrical green water engagements ». Thesis, Monterey, California : Naval Postgraduate School, 2009. http://handle.dtic.mil/100.2/ADA508855.

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Thesis (M.S. in Modeling, Virtual Environments and Simulation (MOVES))--Naval Postgraduate School, September 2009.
Thesis Advisor(s): Sanchez, Paul J. ; Second Reader: Kline, Jeffrey E. "September 2009." Author(s) subject terms: Agent Based Simulation, Asymmetric Warfare, Data Farming, Design of Experiments, Evolving Design, MANA, Modeling and Simulation, Naval Swarm Defense, Robust Design, Regression Analysis, Simulation Experiments and Efficient Design Center, Taguchi Method Description based on title screen as viewed on November 03, 2009. DTIC Descriptor (s): Frigates, Theater Level Operations, Defense Systems, Experimental Design, Confined Environments, Asymmetry, Statistical Analysis, Sea Water, Small Ships, Threats, Survivability, Weapons, Theses DTIC Identifier (s): SSTR (Stability Security Transition and Reconstruction), Asymmetric Warfare, Mana Includes bibliographical references (p. 125-132). Also available in print.
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Joustra, Caryssa. « An Integrated Building Water Management Model for Green Building ». Scholar Commons, 2010. http://scholarcommons.usf.edu/etd/3654.

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The U.S. Green Building Council (USGBC) is the developer of the Leadership in Energy and Environmental Design (LEED™) green building scoring system. On first inspection of LEED points, few address water efficiency. However, water management encompasses other points beyond the Water Efficiency (WE) category. In general, the industry is apt to take a somewhat compartmentalized approach to water management. The use of alternative water sources or the reuse of wastewater significantly complicates the water budget picture. A total water management systems approach, taking into consideration water from various sources, both inside and outside the building, should be implemented in order to devise a strategy for optimal reduction of potable water consumption and wastewater generation. Using the STELLA software to create an integrated building water management (IBWM) model provides stakeholders with a tool to evaluate potential water savings under dynamic conditions for a specific project site. Data collection for IBWM model calibration also shows that water consumption trends are unique to each project, and using LEED assumptions about water usage can overestimate or underestimate potential water savings.
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Schuchman, Rachel. « Storm Water Retention of Native and Sedum Green Roofs ». Thesis, Southern Illinois University at Edwardsville, 2016. http://pqdtopen.proquest.com/#viewpdf?dispub=10111534.

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Green roofs are an established best management practice (BMP) for storm water mitigation because of their ability to retain precipitation runoff. The purpose of this study was to quantify storm water retention of Sedum and native plant green roof systems at three substrate depths (10, 15, 20 cm). Survival of plants on green roof systems is dependent on how quickly they can establish themselves. This study also determined native and Sedum plant roof surface coverage at three green roof growth media depths (10, 15, 20 cm). A mixture of six Sedum species (S. spurium, S. sexangulare, S. album, S. Immergrunchen, S. kamtschaticum, and S. reflexum) and four native species (Sporolus cryplandrus, Boutelous curtipendula, B. gracilis , and Penstamen pallidus) were planted into the built-in-place systems (BIPs) on June 20, 2014.

There were 137 precipitation events totaling to 158.2 cm during the entire (June 20, 2014-June 30, 2015) study period and there were 87 precipitation events with a total precipitation of 108.1 cm during storm water collection (Oct. 31, 2015 until June 30, 2015). During the study period, mean storm water retention of green roof systems planted with native (>58%) and Sedum (>53%) species were identical regardless of growth media depth. Mean storm water retention in green roof systems planted with native and Sedum species in all growth media depths were greater than mean storm water retention of non-vegetated roof models (32%).

Green roof plant surface coverage plays an important role in water retention of storm water runoff. During the dormant period (January 23, 2015), roof coverage by Sedum plants was greater than roof coverage by native plants. In addition, green roof surface coverage by Sedum plants was the same regardless of depth (>89%). Green roof surface coverage of native plants in 10 cm depth achieved less coverage than native plants in 15 and 20 cm depths. These results differ from the plant-growing season (June 30, 2015). Green roof surface coverage by native plants in green roof systems with 15 and 20 cm growth media depth were identical to the roof coverage by Sedum plants in green roof systems with 10, 15, or 20 growth media depth. Green roof surface coverage by native plants in green roof systems with 10 cm growth media depth was less than the roof coverage in all green roof systems in this study.

Analysis of covariance was used to determine if green roof surface coverage by native and Sedum plants affected mean storm water retention. During the study period green roof surface coverage by native and Sedum plants did not affect storm water retention regardless of growth media depth.

This green roof research demonstrates that green roof systems planted with native plant species are effective tools for retaining storm water in the mid-western region of the United States. After 9 months, there was no difference in storm water retention between native and Sedum species planted in 10, 15, and 20 cm growth media depth. Each green roof module retained more storm water than the traditional, non-vegetated roof model. Both native and Sedum species planted on green roofs in 10, 15, and 20 cm media depth achieved more than 69 percent green roof surface coverage after nine months.

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Eriksson, Anders Olof. « Water Runoff Properties for Expanded Clay LWA in Green Roofs ». Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for bygg, anlegg og transport, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-23326.

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A lightweight aggregate (LWA) is a material that has a lower density than rock aggregates. There are many civil engineering application possibilities for LWA. A potential field of application for expanded clay LWA is as a storm water retaining layer in green roofs. In order to design reliable structures of green roofs, more knowledge about the characteristics of the material is needed. The purpose of this master thesis was to test if the software SEEP/W is an appropriate tool for simulation of water runoff from a green roof, designed with expanded clay LWA. The numerical modeling was not performed for all types of expanded clay LWA, but on crushed Leca® 4-10mm and round 10-20mm alone. To test if SEEP/W is advisable tool for simulating water flow in expanded clay LWA, a back calculation of a laboratory experiment was done. The purpose of back calculating the experiment is to calibrate a numerical model and then use it for a full scale ideal roof. Thereafter a sensitivity analysis of the SEEP/W input parameters was performed. It was possible to back calculate the laboratory experiment, meaning obtaining the same relation between water going in and water going out of the tested Leca® material. However, a lot of numerical problems occurred in the simulations. Unrealistic results were displayed, especially for Leca® 10-20mmR. In order to improve the performance of the material, and thereby obtain better water retaining characteristic, a suggestion is to increase the porosity and lower the saturated hydraulic conductivity for the expanded clay LWA materials in order to obtain a higher attenuation.
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Beauchamp, Pierre. « Water-centric approach to developing green infrastructure (framework and cost) ». Thesis, McGill University, 2014. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=123225.

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WATER-CENTRIC APPROACH TO DEVELOPING GREEN INFRASTRUCTURE: Framework and CostPierre Beauchamp, P. Eng., 15 avril 2014AbstractGreen infrastructure (GI) has emerged as an active term of reference in project development planning. However, elaboration and discussion of integrated frameworks to assist engineering organizations in planning the start-up of new projects are largely absent from GI research literature, particularly in the context of greening and sustainability. The present study attempts to bridge this gap by developing and proposing an integrated framework focused on the start-up development of green projects relating to storm water, water supply, and wastewater.The present study's first objective was to explore the use of fully integrated GI in the engineering design of a biophilic development incorporating sustainability principles. To achieve the desired teamwork, a clear sequence of tasks to define the workflow was required. A review of the literature led to the identification of several different approaches, from which I selected four, improved, and then employed them to build a ready-to-use framework of sequenced tasks. These tasks included all components of water management (precipitation and drainage, water supply and wastewater). A case study in China employed in testing this framework demonstrated that all GI components could be integrated into one approach. While the structuring of an integrated water-centric development (IWCD) approach was found to be applicable to a wide range of projects, appropriate capacity building was critical to its success.In support of the study's second objective, the newly proposed framework was implemented to compare, in the form of a feasibility study, the economic benefits of investment and overall cost of designing green with those of designing conventionally in the case of a new institutional pole for the city of Vaudreuil-Dorion, Quebec, Canada. While the study showed increases in the value of GI projects to mirror the construction costs of such projects, it also found that implementing GI (vs. conventional) infrastructure can result in savings in both construction and life cycle costs. Therefore, GI can provide significant economic benefits to cities.The study showed that a GI project including components from water source to wastewater disposal would cost 15 percent more, at the level of each housing unit, than a conventional infrastructure design. However, the study also demonstrated that the value of each housing unit would be 15 to 27 percent greater in a green neighborhood than in a conventionally designed neighborhood. This would provide an equivalent increase in tax revenues for the municipality. Although many frameworks have been proposed for stimulating a green urban agenda, few have offered a start-up methodology for incorporating biophilia within the engineer's design. This study served to develop a new integrated framework for storm water, wastewater, water supply, and street layout for GI projects.
WATER-CENTRIC APPROACH TO DEVELOPING GREEN INFRASTRUCTURE: Framework and CostPierre Beauchamp, ing. 15 avril 2014RésuméLe thème des infrastructures vertes (GI) est devenu un terme de référence dans la planification du développement des projets. Toutefois, les approches intégrées pour aider les organisations d'ingénierie dans la planification de la mise en place de nouveaux projets verts sont largement absents de la littérature, en particulier dans le contexte du développement durable. La présente étude vise à combler cette lacune en développant et en proposant une approche axée sur le développement d'une structure de démarrage des projets verts, et en tenant compte du drainage, de l'approvisionnement en eau et du traitement des eaux-usées.Le premier objectif de la présente étude est d'explorer l'utilisation des infrastructures vertes pleinement intégrées dans la conception technique d'un développement durable et dans le contexte d'un développement biophile d'une ville. Pour supporter un travail d'équipe, l'élaboration d'une séquence claire des tâches à exécuter a été nécessaire. Une revue de la littérature a conduit à l'identification de plusieurs approches différentes, à partir de laquelle quatre propositions ont été retenues. De là une approche améliorée, a été conçue pour définir les tâches séquentielles permettant de démarrer un projet vert. Ces tâches comprennent toutes les composantes de la gestion de l'eau (drainage, approvisionnement en eau et eaux-usées). Une étude de cas en Chine a permis de vérifier l'acuité de cette approche. Cette étude a permis de démontrer que toutes les composantes de l'infrastructure verte pourraient être intégrées dans un nouveau projet de développement. Cette approche est nettement centrée sur l'eau.Pour satisfaire un deuxième objectif de l'étude, la nouvelle approche proposée a été utilisée pour comparer, dans le cadre d'une étude de faisabilité, les avantages économiques d'un investissement vert avec celle d'une conception classique, pour l'élaboration du concept d'un nouveau pôle institutionnel de la ville de Vaudreuil- Dorion PQ, Canada. Bien que l'étude ait montré que le coût de construction des projets verts était plus élevé, il a été constaté que sur un cycle de vie les infrastructures vertes peuvent entrainer des économies d'entretien. Les infrastructures vertes peuvent apporter des avantages économiques importants pour les villes.L'étude a démontré que les coûts d'immobilisation des infrastructures vertes étaient de 15% supérieures à comparer à des infrastructures conventionnelles sur la base d'une unité de logement. Par contre, l'étude a également démontré que la valeur de chaque unité d'habitation serait de 15 à 27 pour cent plus élevée dans un quartier vert plutôt que dans un quartier de conception conventionnelle. Cela permet une augmentation équivalente des recettes fiscales pour une municipalité.Bien que de nombreuses approches ont été identifiées, peu d'entre elles permettre de démarrer un projet d'ingénierie biophile. Cette étude a permis d'élaborer une nouvelle approche intégrée pour la mise en place d'infrastructures vertes qui tient compte de la place de l'eau dans le développement.
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Yu, Kai. « Level-set RANS method for sloshing and green water simulations ». [College Station, Tex. : Texas A&M University, 2007. http://hdl.handle.net/1969.1/ETD-TAMU-2097.

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Waern, Sandra. « Microalgae : A Green Purification of Reject Water for Biogas Production ». Thesis, Linköpings universitet, Institutionen för fysik, kemi och biologi, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-135549.

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Microalgae are a diverse group of unicellular microorganisms found in various environments, ranging from small garden ponds to lakes with extreme salinity. Common for all microalgae is their ability to convert solar energy and carbon dioxide into chemical energy via photosynthesis. Additionally, they are capable of assimilating large amounts of nitrogen and phosphorus to produce proteins and lipids. These abilities have made microalgae an interesting candidate for next generation wastewater treatment coupled with production of biogas, a renewable energy source in advancement. At the Nykvarn wastewater treatment plant in Linköping, Sweden, 15,400,000 m3 of wastewater are treated annually to remove nitrogen and phosphorus that otherwise would risk to cause eutrophication in surrounding lakes and rivers. Moreover, the treatment plant manages large amounts of sewage sludge that is anaerobically digested to produce biogas and simultaneously reduce the sludge volumes. At the Nykvarn wastewater treatment plant, dewatering of the digested sludge results in a sludge fraction of about 30 % dry content and reject water, which is very nutrient-rich and therefore requires treatment in a SHARON process before it is reintroduced to the main stream of the wastewater treatment plant. In this thesis, the potential of microalgae for nutrient assimilation was studied by monitoring the nutrient removal efficiency of a mixed culture of microalgae when fed with 1) 100 % incoming wastewater, 2) 80 % incoming wastewater + 20 % reject water and 3) 60 % incoming wastewater + 40 % reject water. Furthermore, the effect of a process additive on the nutrient removal efficiency was evaluated. The results showed that microalgae are capable of removing 100 % of ingoing ammonium nitrogen and phosphate phosphorus when fed with incoming wastewater. At transition to 20 % and 40 % reject water, the culture was light-limited with a resulting ammonium reduction of 60 % and a phosphate reduction of around 30 %. The process additive slightly improved the ammonium reduction, however, mainly by formation of nitrite and nitrate by nitrifying bacteria. Moreover, a bio-methane potential test compared the methane potential of the microalgal biomass and the biomass from the SHARON process. The test resulted in an accumulated methane production around 70 mL g-1 VS-1 for the microalgal biomass and 35 mL g-1 VS-1 for the biomass from the SHARON process. That is, the mixed microalgal culture used in this experiment has a methane potential twice that of the biomass from the SHARON process. Finally, an economic analysis of a microalgae based process for purification of reject water showed that the operating costs exceed those of the SHARON process due to high energy consumption. It is thus necessary to choose a cultivation system that effectively utilize the solar energy, as well as maximize the biogas yield from anaerobic digestion of microalgal biomass.
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Livres sur le sujet "Green water"

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Gallant, Mavis. Green water, green sky. London : Bloomsbury Pub., 1995.

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Green grass, running water. Toronto : HarperCollins Publishers, 1993.

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Thomas, King. Green grass, running water. Toronto : HarperCollins Publishers, 1994.

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Woods, Stuart. Blue water, green skipper. New York : G. P. Putnam's Sons, 2012.

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Thomas, King. Green grass, running water. Boston : Houghton Mifflin, 1993.

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Green grass, running water. Toronto : HarperPerennial Canada, 1999.

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Green grass, running water. New York : Bantam Books, 1994.

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Thomas, King. Green grass, running water. Toronto : HarperCollins Publishers, 1993.

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States West Water Resources Corporation. Green River Basin water planning process. [Cheyenne, Wyo.] : The Corporation, 2001.

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Lee, WonKyeong. Green River. Chicago, Illinois : Norwood House Press, 2015.

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Chapitres de livres sur le sujet "Green water"

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Pai, R., et D. J. Hargreaves. « Water Lubricated Bearings ». Dans Green Tribology, 347–91. Berlin, Heidelberg : Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-23681-5_13.

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Li, Xiaoxi. « Water Pollution and Treatment—Nostalgia for Ancient Water Civilization ». Dans Green Civilization, 151–70. Singapore : Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-7812-0_8.

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Brauman, Kate A., Rebecca Benner, Silvia Benitez, Leah Bremer et Kari Vigerstøl. « Water Funds ». Dans Green Growth That Works, 118–40. Washington, DC : Island Press/Center for Resource Economics, 2019. http://dx.doi.org/10.5822/978-1-64283-004-0_9.

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Clifford, Anthony A. « Separations Using Superheated Water ». Dans Green Separation Processes, 323–39. Weinheim, FRG : Wiley-VCH Verlag GmbH & Co. KGaA, 2006. http://dx.doi.org/10.1002/3527606602.ch3h.

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Harry, Nissy Ann, K. R. Rohit et Gopinathan Anilkumar. « Organic Reactions in Water ». Dans Green Organic Reactions, 33–49. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6897-2_3.

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Roth, Hannah Rae, Meghan Lewis et Liane Hancock. « Water Use ». Dans The Green Building Materials Manual, 73–88. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64888-6_6.

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Staykov, Aleksandar, Stephen M. Lyth et Motonori Watanabe. « Photocatalytic Water Splitting ». Dans Green Energy and Technology, 159–74. Tokyo : Springer Japan, 2016. http://dx.doi.org/10.1007/978-4-431-56042-5_12.

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Ito, Kohei, Hua Li et Yan Ming Hao. « Alkaline Water Electrolysis ». Dans Green Energy and Technology, 137–42. Tokyo : Springer Japan, 2016. http://dx.doi.org/10.1007/978-4-431-56042-5_9.

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Lambrinos, John G. « Water Through Green Roofs ». Dans Ecological Studies, 81–105. Cham : Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-14983-7_4.

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(Stathis) Michaelides, Efstathios E. « Power from the Water ». Dans Green Energy and Technology, 313–42. Berlin, Heidelberg : Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-20951-2_11.

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Actes de conférences sur le sujet "Green water"

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Dahme, Joanne. « Clean Water — Green City ». Dans World Water and Environmental Resources Congress 2003. Reston, VA : American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40685(2003)322.

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Artita, K. S., R. Rajan et J. Knighton. « Seeing Green by Going Green : Maximizing Ecosystem/Community Services Benefits through Strategic Green Storm-Water Infrastructure Design ». Dans World Environmental And Water Resources Congress 2012. Reston, VA : American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412312.055.

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Fitzmorris, Alan J. « Solar Domestic Water Heating Technology : Market Barriers and Adoption Strategies ». Dans 2010 IEEE Green Technologies Conference (IEEE-Green-2010). IEEE, 2010. http://dx.doi.org/10.1109/green.2010.5453779.

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Heffernan, Taylor, Stephen White, Tyler Krechmer, Nicholas Manna, Chris Bergerson, Mira Olsen et Jay Cruz. « Green Stormwater Infrastructure Monitoring of Philadelphia’s Green City, Clean Waters Program ». Dans World Environmental and Water Resources Congress 2016. Reston, VA : American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479889.013.

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Gibler, M. R. « Comprehensive Benefits of Green Roofs ». Dans World Environmental and Water Resources Congress 2015. Reston, VA : American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479162.221.

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Venkatesan, Rajesh, Karthik Dampuri, Rajab Challoo et Aasha Shankar. « Green Power Production from Pinnata ». Dans World Environmental and Water Resources Congress 2017. Reston, VA : American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480595.022.

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Besancon, Richard E. « Green Alternatives to Channel Stabilization ». Dans World Environmental and Water Resources Congress 2009. Reston, VA : American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41036(342)574.

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Welsh, J. T., et P. Mooney. « The St George Rainway : building community resilience with green infrastructure ». Dans URBAN WATER 2014. Southampton, UK : WIT Press, 2014. http://dx.doi.org/10.2495/uw140251.

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Schlaman, James C., Bryce Lawrence et Scott Schulte. « From Grey to Green : Strategies and Concepts for Implementing Green CSO and Wet Weather Solutions ». Dans World Environmental and Water Resources Congress 2009. Reston, VA : American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41036(342)114.

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Elmore, Andrew Curtis, Cecilia Elmore, Erica Collins, John Conroy, Cristiane Q. Surbeck et Jeff Cawlfield. « Girls Go Green, Girls Go Global ! » Dans World Environmental And Water Resources Congress 2012. Reston, VA : American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412312.065.

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Rapports d'organisations sur le sujet "Green water"

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Research Institute (IFPRI), International Food Policy. Blue and green virtual water flows. Washington, DC : International Food Policy Research Institute, 2014. http://dx.doi.org/10.2499/9780896298460_20.

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Allen, John L., Jane E. Gofus et Jeffery R. Meinertz. Analytical Methods for Malachite Green : Completion Report : Malachite Green Analysis in Water. Office of Scientific and Technical Information (OSTI), juin 1991. http://dx.doi.org/10.2172/6274687.

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Research Institute (IFPRI), International Food Policy. Blue and green water use by irrigated crops. Washington, DC : International Food Policy Research Institute, 2014. http://dx.doi.org/10.2499/9780896298460_21.

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Pennington, B. I., J. E. Dyer, J. D. Lomax et M. D. Deo. Green River Formation water flood demonstration project. Final report. Office of Scientific and Technical Information (OSTI), novembre 1996. http://dx.doi.org/10.2172/418399.

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Papusch, R. UMTRA water sampling and analysis plan, Green River, Utah. Office of Scientific and Technical Information (OSTI), décembre 1993. http://dx.doi.org/10.2172/10112399.

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Lomax, J., D. Nielson et M. Deo. Green River Basin Formation water flood demonstration project, Uinta Basin, Utah. Office of Scientific and Technical Information (OSTI), janvier 1992. http://dx.doi.org/10.2172/6745948.

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Brainard, James, et Amy Coplen. Vadose Zone Monitoring of Dairy Green Water Lagoons using Soil Solution Samplers. Office of Scientific and Technical Information (OSTI), novembre 2005. http://dx.doi.org/10.2172/1141803.

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Oh, M. S. Mechanism of low-temperature water evolution from Green River Formation oil shale. Office of Scientific and Technical Information (OSTI), avril 1989. http://dx.doi.org/10.2172/6211042.

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Davidson, Kristiane, Nabilla Gunawan, Julia Ambrosano et Leisa Souza. Green Infrastructure Investment Opportunities : Brazil 2019. Inter-American Development Bank, août 2020. http://dx.doi.org/10.18235/0002638.

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Green investment opportunities can help to close the country's infrastructure funding gap and also meet its climate commitments. The Green Infrastructure Investment Opportunities - Brazil 2019 was developed to facilitate the engagement between project owners and developers, and investors. The report analyses the development of the sustainable finance market in Brazil, and the investment opportunities in green infrastructure across four key sectors: low carbon transport, renewable energy, sustainable water management, and sustainable waste management for energy generation. Moreover, it also lists alternatives for unlocking the country's potential in sustainable infrastructure investment as well as identifying a range of actual projects that are in the pipeline for development and which could potentially access green finance.
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Dubey, Manvendra, Harrison Parket, Katherine Myers, Thom Rahn, B. Christoffersson, Debra Wunch et Paul Wennberg. Green Ocean Amazon 2014/15 – Scaling Amazon Carbon Water Couplings Field Campaign Report. Office of Scientific and Technical Information (OSTI), août 2016. http://dx.doi.org/10.2172/1302243.

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