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Thematische Bibliographien / Green water

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Zeitschriftenartikel
Dissertationen
Bücher
Buchteile
Konferenzberichte
Berichte der Organisationen

Auswahl der wissenschaftlichen Literatur zum Thema „Green water“

Autor: Grafiati

Veröffentlicht am 4. Juni 2021

Zuletzt aktualisiert am 9. Juni 2025

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Zeitschriftenartikel zum Thema "Green water"

1

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

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L�pez, Manuel Paul. "Green Water." Fairy Tale Review 16, no. 1 (March 2020): 51–55. http://dx.doi.org/10.1353/fair.2020.a812651.

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3

Bagwan, Nurjaha, Pradnya Kushire, and 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 (June 30, 2018): 1492–95. http://dx.doi.org/10.31142/ijtsrd14435.

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Ogundimu, Olufunke. "Water in Green Bottles." Massachusetts Review 63, no. 3 (September 2022): 413–20. http://dx.doi.org/10.1353/mar.2022.0059.

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

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6

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

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Berner, Robert L., and 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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8

Low, Denise, and 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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9

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

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

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Dissertationen zum Thema "Green water"

1

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

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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.<br>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.<br>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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<p> 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 <i> Sedum</i> 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 <i>Sedum</i> plant roof surface coverage at three green roof growth media depths (10, 15, 20 cm). A mixture of six <i>Sedum</i> species (<i>S. spurium, S. sexangulare, S. album, S. Immergrunchen, S. kamtschaticum</i>, and <i>S. reflexum</i>) and four native species (<i>Sporolus cryplandrus, Boutelous curtipendula, B. gracilis </i>, and <i>Penstamen pallidus</i>) were planted into the built-in-place systems (BIPs) on June 20, 2014. </p><p> 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 <i>Sedum </i> (>53%) species were identical regardless of growth media depth. Mean storm water retention in green roof systems planted with native and <i> Sedum</i> species in all growth media depths were greater than mean storm water retention of non-vegetated roof models (32%). </p><p> 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 <i>Sedum</i> plants was greater than roof coverage by native plants. In addition, green roof surface coverage by <i>Sedum</i> 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 <i>Sedum</i> 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. </p><p> Analysis of covariance was used to determine if green roof surface coverage by native and <i>Sedum</i> plants affected mean storm water retention. During the study period green roof surface coverage by native and <i> Sedum</i> plants did not affect storm water retention regardless of growth media depth. </p><p> 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 <i>Sedum</i> 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 <i>Sedum</i> 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.</p>

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Маценко, Олександр Михайлович, Александр Михайлович Маценко, Oleksandr Mykhailovych Matsenko, Іван Валерійович Торба, Иван Валерьевич Торба, and Ivan Valeriiovych Torba. "Reclaiming of Water Resources in Condition of “Green Economy”." Thesis, Сумський державний університет, 2018. https://essuir.sumdu.edu.ua/handle/123456789/80550.

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Often, water after use is all too often seen as a burden to be disposed of or a nuisance to be ignored, although wastewater is one of the main components of the rational water use cycle. The result of this attitude is the degradation of aquatic ecosystems, the increase in the number of diseases transmitted through water from contaminated freshwater sources<br>Часто вода після використання занадто часто сприймається як тягар для утилізації або неприємність, яку слід ігнорувати, хоча стічні води є одними з основних компоненти раціонального циклу водокористування. Результатом такого ставлення є деградація водних екосистем, збільшення кількості захворювань передається через воду із забруднених джерел прісної води

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Kabir, Md Imran. "Dynamics of heavy metals in urban green water infrastructures." Thesis, The University of Sydney, 2015. http://hdl.handle.net/2123/14510.

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In urban environments, the breakdown of chemicals and pollutants, especially ions and metal compounds, can be favoured by Green Water Infrastructures (GWIs). If a better picture of chemicals and pollutants input and an improved understanding of hydrological and biogeochemical processes affecting these pollutants were known, GWIs could be designed to efficiently retain these pollutants for site-specific meteorological patterns and pollutant load. To fill in these gaps, the existing literature was surveyed to retrieve a comprehensive dataset of anions and heavy metal pollutants incoming to urban environments. The existing literature was then surveyed to review the metal retention efficiency, and hydrological- and metal biogeochemical- models of GWIs. Next, biogeochemical processes related to inorganic metal compounds were proposed to be integrated in biogeochemical models of GWIs. A deterministic model has been developed to describe the bulk breakdown rate, accumulation and leaching of Cu, Pb, and Zn in GWIs. The model describes aqueous complexation, mineral adsorption and kinetic methylation of those metals, and has been tested against experimental hydrographs and pollutographs of a GWI (a stormwater biofilter in Monash University) over a period of 100 days. Parameter calibration resulted in R2  98% and in NRMSE < 12% against cumulative effluent water and metal mass. The concentration of Cu and Pb was linearly correlated to the hydraulic conductivity, and equilibrium and kinetic rate constants, whereas Zn concentration was exponentially correlated to them; it was found that ± 20% change in these parameter values returned changes in Cu, Pb and Zn concentrations within about ± 52%, ± 45% and ± 96%, respectively. The maximum annual metal load in the outflow from the biofilter was observed for the rainfall combination with lowest frequency and highest intensity. This model can be effectively used to assist in designing biofilters and assessing their long-term performance.

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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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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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Bücher zum Thema "Green water"

1

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

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Thomas, King. 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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Wisconsin. Bureau of Drinking Water and Groundwater., ed. Source water assessment for Green Bay Water Utility, Green Bay, Wisconsin: A report. [Madison, Wis.?]: Wisconsin Dept. of Natural Resources, 2003.

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

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Begum, Sharmina. Stormwater management: An introduction to green gully. Hauppauge, N.Y: Nova Science Publishers, 2011.

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States West Water Resources Corporation. and Wyoming Water Development Office. River Basin Planning Section., eds. Green River Basin water planning process. [Cheyenne, Wyo.]: States West Water Resources Corp., 2001.

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Hou, Junbo, and Min Yang. Green Hydrogen Production by Water Electrolysis. Boca Raton: CRC Press, 2024. http://dx.doi.org/10.1201/9781003368939.

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Li, Xiaokai. Sustaining East Asia's water resources management through green water defense. Washington D.C: World Bank, 2012.

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Associates, Keller. Green River west water supply level II study. Riverton, WY: Keller Associates, 2012.

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Buchteile zum Thema "Green water"

1

Pai, R., and D. J. Hargreaves. "Water Lubricated Bearings." In 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." In 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, and Kari Vigerstøl. "Water Funds." In 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." In 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, and Gopinathan Anilkumar. "Organic Reactions in Water." In 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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Romeh, Ahmed Ali Ali. "Main Green Nanomaterials for Water Remediation." In Green Nanoremediation, 175–210. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-30558-0_8.

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Roth, Hannah Rae, Meghan Lewis, and Liane Hancock. "Water Use." In 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, and Motonori Watanabe. "Photocatalytic Water Splitting." In 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, and Yan Ming Hao. "Alkaline Water Electrolysis." In 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." In 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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Konferenzberichte zum Thema "Green water"

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Garcia, R., B. Valdez, M. Schorr, and A. Eliezer. "Green Corrosion Inhibitors for Water Systems." In CORROSION 2013, 1–4. NACE International, 2013. https://doi.org/10.5006/c2013-02814.

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Abstract The environmental quality, world water scarcity and clean energy have been established today as central disciplines in modern science, engineering and technology. Corrosion affects the durability of the civil infrastructure assets, including the water production, supply and storage systems. Green corrosion inhibitors, to prevent and protect against corrosion, will extend the life of the water industrial equipment. This inhibitors pertain to the advanced field of “Green Chemistry” also known as sustainable chemistry. They are classified as anodic, cathodic or mixed types depending on their protection mechanism. Special green inhibitors are obtained from plants growing in desertic regions of The State of Baja California, Mexico, by ethanolic and aqueous extraction.

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Harrison, Steve, Don Futch, and Mitch Connor. "Green Alternatives to Using Zinc Potable Water Systems." In SSPC 2011, 1–17. SSPC, 2011. https://doi.org/10.5006/s2011-00024.

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During the mid 1990’s, several prominent coatings manufacturers started to promote and endorse the use of zinc-rich coatings as a liner for potable water immersion service. This was considered a new frontier and was met with resistance by the remaining coatings manufacturers that chose not to participate in this new arena for zinc-rich coatings. At that point in time, the water tank industry was in the midst of removing lead-based water tank linings. Some coatings manufacturers felt that reintroducing another “heavy metal” back into this environment was a future recipe for disaster and refused to enter this fight. Others felt that the science of this technology didn’t make sense and therefore avoided the fight altogether.

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Al Hashem, A., J. Carew, Amal Al-Borno, and David M. Owen. "Evaluation of Green Chemicals for the Application in GC-17 Effluent Water, Seawater Effluent and Zubair Aquifer Water Injection Systems." In CORROSION 2006, 1–18. NACE International, 2006. https://doi.org/10.5006/c2006-06690.

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Abstract A water flood program is required for Kuwait’s Northern and Western fields to maintain reservoir pressures. The program requires large amounts of Seawater Effluent, GC-17 Effluent and Zubair Aquifer injection water treated with oil field chemicals. Injection water that does not meet water quality specifications is disposed of in disposal pits and left to evaporate into the atmosphere. However, recent environmental regulations set by the country’s Environmental Public Authority (EPA) limit the disposal of the off-specification waters into open pits. These regulations require that operators determine alternative methods of disposal of off-specification water or to treat the injection waters with environmentally friendly chemicals. To meet this requirement, the operator is considering the use of “green” corrosion inhibitors for this system. Accordingly, a laboratory performance evaluation was conducted on four green corrosion inhibitors prior to field trial to ensure the products met minimum requirements. The results indicated that the green inhibitors were sensitive to fluid shear and the presence of hydrogen sulphide. The testing enabled the selection of one green inhibitor for sweet higher fluid shear and one green inhibitor for sour conditions.

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Miegebielle, Veronique, Allan ROSS, Odile Rambeau, and Nicolas Delaunay. "WACAPOU (water awareness and compensation assessment program of optimum use) and green water." In Earth Resources and Environmental Remote Sensing/GIS Applications XV, edited by Karsten Schulz, Konstantinos G. Nikolakopoulos, and Ulrich Michel, 57. SPIE, 2024. http://dx.doi.org/10.1117/12.3032896.

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Dahme, Joanne. "Clean Water — Green City." In 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, and J. Knighton. "Seeing Green by Going Green: Maximizing Ecosystem/Community Services Benefits through Strategic Green Storm-Water Infrastructure Design." In 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." In 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, and Jay Cruz. "Green Stormwater Infrastructure Monitoring of Philadelphia’s Green City, Clean Waters Program." In 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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9

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

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10

Venkatesan, Rajesh, Karthik Dampuri, Rajab Challoo, and Aasha Shankar. "Green Power Production from Pinnata." In 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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Berichte der Organisationen zum Thema "Green water"

1

Ross, Peter, Samantha Scott, Marie Noel, and Natasha Klasios. Green/Cheakamus watershed: Water quality report for the 2023 dry season. Raincoast Conservation Foundation, June 2024. http://dx.doi.org/10.70766/955.423.

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Water is essential for life, and steps are needed to understand, protect and restore its health in fish habitat throughout British Columbia. The Raincoast Healthy Waters program was launched in 2023 to establish community-oriented water pollution monitoring in select BC watersheds. Two Healthy Waters sampling events take place every year in each watershed – the first in the dry season (summer), and the second being in the wet season (winter). While the Healthy Waters program typically focuses its work within singular watersheds, this partnership featured two Whistler area watersheds: the Green River, which drains through the Lillooet and Fraser Rivers into the Strait of Georgia (watershed area of 875 km2). and the Cheakamus River which drains south via the Squamish River to Howe Sound (watershed area of 1,034 km2). Combined, these watersheds cover an area of 1,909 km2. This report highlights results from the first dry (summer) season sampling carried out with the support and participation of the Whistler Lakes Conservation Foundation (WLCF). Briefly, the Healthy Waters – WLCF team determined basic water properties (temperature, conductivity, pH, dissolved oxygen and turbidity) in situ at sampling sites on July 27, 2023. Water samples were collected from five water categories, including source water (2 samples), stream and river water (7 samples), road runoff (6 samples), tap water (10 samples – pooled into a single composite sample) and marine water (one sample). Samples were then analysed individually for coliform, metals, nutrients and physical parameters, and pooled by water category for analysis of pesticides, polycyclic aromatic hydrocarbons (PAHs), pharmaceuticals and personal care products (PPCPs), polychlorinated biphenyls (PCBs), alkylphenol ethoxylates, bisphenols, per- and poly-fluoroalkyl substances (PFAS), sucralose and 6PPD Quinone. Overall, the Green/Cheakamus watersheds had relatively good water quality in the dry season, but additional sampling and analysis will provide additional insight into contamination impacts from forest fires, domestic wastewater, industrial chemicals and road runoff on the health of this valued watershed.

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2

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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3

Ross, Peter, Samantha Scott, and Marie Noel. Green/Cheakamus watershed: Water quality report for the 2023/2024 wet season. Raincoast Conservation Foundation, June 2024. http://dx.doi.org/10.70766/9365.56.

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Annotation:

Water is essential for life, and steps are needed to understand, protect and restore its health in fish habitat throughout British Columbia. The Raincoast Healthy Waters program was launched in 2023 to establish community-oriented water pollution monitoring in select BC watersheds. Two Healthy Waters sampling events take place every year in each watershed – the first in the dry season (summer), and the second being in the wet season (winter). While the Healthy Waters program typically focuses its work within singular watersheds, this partnership featured two Whistler area watersheds: the Green River, which drains through the Lillooet and Fraser Rivers into the Strait of Georgia (watershed area of 875 km2). and the Cheakamus River which drains south via the Squamish River to Howe Sound (watershed area of 1,034 km2). Combined, these watersheds cover an area of 1,909 km2. This report highlights results from the first wet (winter) season sampling carried out with the support and participation of the Whistler Lakes Conservation Foundation (WLCF). Briefly, the Healthy Waters – WLCF team determined basic water properties (temperature, conductivity, pH, dissolved oxygen and turbidity) in situ at sampling sites on November 23, 2023. Water samples were collected from five water categories, including source water (2 samples), stream and river water (7 samples), road runoff (6 samples), tap water (10 samples – pooled into a single composite sample) and marine water (one sample). Samples were then analysed individually for coliform, metals, nutrients and physical parameters, and pooled by water category and analysed for pesticides, polycyclic aromatic hydrocarbons (PAHs), pharmaceuticals and personal care products (PPCPs), polychlorinated biphenyls (PCBs), alkylphenol ethoxylates, bisphenols, per- and poly-fluoroalkyl substances (PFAS), sucralose and 6-PPD Quinone. Several contaminant classes were found at higher concentrations in the dry season, but some were higher in the wet season. Overall, the Green/Cheakamus watersheds had relatively good water quality in the wet season, but additional sampling and analysis will provide additional insight into contamination impacts from forest fires, domestic wastewater, industrial chemicals and road runoff on the health of this valued watershed.

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4

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

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5

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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6

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

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7

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

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8

O'Donnell, Emily. Delivering multiple co-benefits in Blue-Green Cities. Royal Geographical Society (with IBG), June 2021. http://dx.doi.org/10.55203/pclw1513.

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Global cities face a range of water challenges, driven by increasingly frequent and extreme storm events, drier summers, accelerating urbanisation and reductions in public green space. Blue-Green Infrastructure (BGI) and Nature-Based Solutions (NBS) are increasingly being used to address challenges across the full water spectrum while tackling social, economic and environmental issues. In April 2021, the Royal Geographical Society (with IBG) hosted an online knowledge exchange event to explore the multiple co-benefits of Blue-Green Cities, and how these can overcome the biophysical, socio-political and societal barriers to innovation in urban flood and water management. This briefing paper draws together discussion from that event, framed by geographical research in the Blue-Green Cities (www.bluegreencities.ac.uk) and Urban Flood Resilience (www.urbanfloodresilience.ac.uk) projects, to give recommendations to enable greater implementation of BGI in policy and practice.

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9

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

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10

Davidson, Kristiane, Nabilla Gunawan, Julia Ambrosano, and Leisa Souza. Green Infrastructure Investment Opportunities: Brazil 2019. Inter-American Development Bank, August 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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