Journal articles: 'The water cycle'

1

Cashdan, Liz. "Water cycle." English in Education 47, no. 2 (June 2013): 101. http://dx.doi.org/10.1111/eie.12013.

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Hanya, Takahisa. "Global Water Cycle." Japan journal of water pollution research 14, no. 9 (1991): 586–92. http://dx.doi.org/10.2965/jswe1978.14.586.

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Yabe, Shizu, S. I. Monichoth, K. Tsujimoto, and P. koudelova. "GEOSS/Asian Water Cycle Initiative/Water Cycle Integrator (GEOSS/AWCI/WCI)." APN Science Bulletin 5, no. 1 (March 2015): 26–28. http://dx.doi.org/10.30852/sb.2015.26.

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Nelson, Bruce W., Elizabeth K. Berner, and Robert A. Berner. "The Global Water Cycle." Estuaries 10, no. 2 (June 1987): 177. http://dx.doi.org/10.2307/1352184.

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Iovino, F., M. Borghetti, and A. Veltri. "Forests and water cycle." Forest@ - Rivista di Selvicoltura ed Ecologia Forestale 6, no. 1 (June 30, 2009): 256–73. http://dx.doi.org/10.3832/efor0583-006.

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Palmer, Lisa. "The next water cycle." Nature Climate Change 4, no. 11 (October 29, 2014): 949–50. http://dx.doi.org/10.1038/nclimate2420.

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Abrams, Michael. "Closing the Water Cycle." Mechanical Engineering 137, no. 04 (April 1, 2015): 44–49. http://dx.doi.org/10.1115/1.2015-apr-3.

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This article discusses how wastewater can be recycled for consumption if there is scarcity of water. It gives the example of the Orange County plant that is in operation since 2008, and is the largest “indirect to potable reuse” plant in the world. It is “indirect” because that water does not flow straight from the plant to the faucet. Instead, after being treated with microfiltration, reverse osmosis, and then ultraviolet light, the water is pumped back into the ground. Pumping water to an underground basin gives the county time to react if there’s a problem. The soil also works to remove accidental contaminants. The Orange County facility processes some 70 million gallons of water a day, using 14 different reverse osmosis units. Currently, the water is tested – for total organic carbon – at the point where it is all mixed to a single stream.

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Stocker, Thomas F., and Christoph C. Raible. "Water cycle shifts gear." Nature 434, no. 7035 (April 2005): 830–33. http://dx.doi.org/10.1038/434830a.

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Bowen, G. J. "A Faster Water Cycle." Science 332, no. 6028 (April 21, 2011): 430–31. http://dx.doi.org/10.1126/science.1205253.

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Hornberger, George M. "A Water Cycle Initiative." Ground Water 43, no. 6 (November 9, 2005): 771. http://dx.doi.org/10.1111/j.1745-6584.2005.00120.x.

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Nyabeze, W. R. "Water resources: re-discovering the water cycle." Physics and Chemistry of the Earth, Parts A/B/C 27, no. 11-22 (2002): 745–46. http://dx.doi.org/10.1016/s1474-7065(02)00061-x.

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12

Wang, B., W. Liu, Q. Xue, T. Dang, C. Gao, J. Chen, and B. Zhang. "Soil water cycle and crop water use efficiency after long-term nitrogen fertilization in Loess Plateau." Plant, Soil and Environment 59, No. 1 (December 28, 2012): 1–7. http://dx.doi.org/10.17221/207/2012-pse.

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The objective of this study was to investigate the effect of nitrogen (N) management on soil water recharge, available soil water at sowing (ASWS), soil water depletion, and wheat (Triticum aestivum L.) yield and water use efficiency (WUE) after long-term fertilization. We collected data from 2 experiments in 2 growing seasons. Treatments varied from no fertilization (CK), single N or phosphorus (P), N and P (NP), to NP plus manure (NPM). Comparing to CK and single N or P treatments, NP and NPM reduced rainfall infiltration depth by 20–60 cm, increased water recharge by 16–21 mm, and decreased ASWS by 89–133 mm in 0–300 cm profile. However, crop yield and WUE continuously increased in NP and NPM treatments after 22 years of fertilization. Yield ranged from 3458 to 3782 kg/ha in NP or NPM but was 1246–1531 kg/ha in CK and single N or P. WUE in CK and single N or P treatments was < 6 kg/ha/mm but increased to 12.1 kg/ha/mm in a NP treatment. The NP and NPM fertilization provided benefits for increased yield and WUE but resulted in lower ASWS. Increasing ASWS may be important for sustainable yield after long-term fertilization.

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Gonçalves, HC, MA Mercante, and ET Santos. "Hydrological cycle." Brazilian Journal of Biology 71, no. 1 suppl 1 (April 2011): 241–53. http://dx.doi.org/10.1590/s1519-69842011000200003.

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The Pantanal hydrological cycle holds an important meaning in the Alto Paraguay Basin, comprising two areas with considerably diverse conditions regarding natural and water resources: the Plateau and the Plains. From the perspective of the ecosystem function, the hydrological flow in the relationship between plateau and plains is important for the creation of reproductive and feeding niches for the regional biodiversity. In general, river declivity in the plateau is 0.6 m/km while declivity on the plains varies from 0.1 to 0.3 m/km. The environment in the plains is characteristically seasonal and is home to an exuberant and abundant diversity of species, including some animals threatened with extinction. When the flat surface meets the plains there is a diminished water flow on the riverbeds and, during the rainy season the rivers overflow their banks, flooding the lowlands. Average annual precipitation in the Basin is 1,396 mm, ranging from 800 mm to 1,600 mm, and the heaviest rainfall occurs in the plateau region. The low drainage capacity of the rivers and lakes that shape the Pantanal, coupled with the climate in the region, produce very high evaporation: approximately 60% of all the waters coming from the plateau are lost through evaporation. The Alto Paraguay Basin, including the Pantanal, while boasting an abundant availability of water resources, also has some spots with water scarcity in some sub-basins, at different times of the year. Climate conditions alone are not enough to explain the differences observed in the Paraguay River regime and some of its tributaries. The complexity of the hydrologic regime of the Paraguay River is due to the low declivity of the lands that comprise the Mato Grosso plains and plateau (50 to 30 cm/km from east to west and 3 to 1.5 cm/km from north to south) as well as the area's dimension, which remains periodically flooded with a large volume of water.

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Brenčič, Mihael, and Polona Vreča. "Applicability study of deuterium excess in bottled water life cycle analyses." Geologija 57, no. 2 (December 30, 2014): 231–44. http://dx.doi.org/10.5474/geologija.2014.020.

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15

Jozef, Minďaš, Bartík Martin, Škvareninová Jana, and Repiský Richard. "Functional effects of forest ecosystems on water cycle – Slovakia case study." Journal of Forest Science 64, No. 8 (September 10, 2018): 331–39. http://dx.doi.org/10.17221/46/2018-jfs.

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The paper presents the results from three different experimental plots in mountain areas in Slovakia. Annual interception losses varied in mature forest stand in Poľana Mts. (850 m a.s.l.) in mixtured (spruce, fir, beech) from 10.6 to 23.5%, in spruce from 20.5 to 35.5% and in beech forest from 8.8 to 26.9%. Horizontal precipitation reduces long-term average of interception loss by 3.2% (mixtured and spruce) and 2.9% for beech forest. Decline process in supramontane spruce forest has significant influence on interception process in climax spruce stand in Červenec. Mean biweekly interception loss in the central crown zone near the stem during growing seasons was 76.9% in living and 69.2% in dead forest. In the gap canopy interception loss was observed 11.7% in living and 17.9% in dead forest, in the dripping zone under the crown periphery 11.1% in living and 25.7% in dead forest. Results from the experimental catchment Lomnistá dolina showed that forest ecosystems increase the variability of rainfall amounts infiltrated to the soil environment in mountain watersheds, interception loss varied in a wide range: from 42 up to –10% due to altitudinal influence, tree species composition, stand age, and horizontal precipitation occurence.

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Pilling, Stacey A. "The human cycle of water: water management and anthropogenic contaminant pathways in Pótam, Sonora, Mexico’s water cycle." Environment, Development and Sustainability 13, no. 6 (April 8, 2011): 1007–19. http://dx.doi.org/10.1007/s10668-011-9302-z.

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17

SUZUKI, Yuichi. "Water Resources, Environments, and Cycle." Journal of Japanese Association of Hydrological Sciences 32, no. 1 (2002): 1–2. http://dx.doi.org/10.4145/jahs.32.1.

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18

NAKAMURA, Kenji. "Water Cycle and Satellite Observation." JOURNAL OF JAPAN SOCIETY OF HYDROLOGY AND WATER RESOURCES 28, no. 6 (2015): 277. http://dx.doi.org/10.3178/jjshwr.28.277.

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19

Franks, Tom. "Water and the project cycle." Waterlines 16, no. 4 (April 1998): 5–7. http://dx.doi.org/10.3362/0262-8104.1998.015.

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20

Houben, H. "The martian diurnal water cycle." Advances in Space Research 23, no. 9 (January 1999): 1587–90. http://dx.doi.org/10.1016/s0273-1177(99)00174-x.

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21

Mitchell, V. G., R. G. Mein, and T. A. McMahon. "Modelling the urban water cycle." Environmental Modelling & Software 16, no. 7 (November 2001): 615–29. http://dx.doi.org/10.1016/s1364-8152(01)00029-9.

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22

Miller, Norman L., Toshio Koike, Eric F. Wood, Richard Lawford, and Einar-Arne Herland. "The International Water Cycle Workshop." Eos, Transactions American Geophysical Union 86, no. 5 (2005): 47. http://dx.doi.org/10.1029/2005eo050004.

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23

Robertson, Heather-Jane. "The New, Improved Water Cycle." Phi Delta Kappan 88, no. 1 (September 2006): 91–92. http://dx.doi.org/10.1177/003172170608800117.

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24

Gochis, David, Bruce Anderson, Ana Barros, Andrew Gettelman, Junhong(June) Wang, John Braun, Will Cantrell, et al. "The Water Cycle across Scales." Bulletin of the American Meteorological Society 86, no. 12 (December 2005): 1743–46. http://dx.doi.org/10.1175/bams-86-12-1743.

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25

Bengtsson, Lennart. "The global atmospheric water cycle." Environmental Research Letters 5, no. 2 (April 9, 2010): 025202. http://dx.doi.org/10.1088/1748-9326/5/2/025202.

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26

Matthews, Damon. "The water cycle freshens up." Nature 439, no. 7078 (February 2006): 793–94. http://dx.doi.org/10.1038/439793a.

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27

Upson, Sandra. "Wizards of the water cycle." IEEE Spectrum 47, no. 6 (June 2010): 56–61. http://dx.doi.org/10.1109/mspec.2010.5466795.

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28

Chen, Caihua, Peng Wang, Huachao Dong, and Xinjing Wang. "Hierarchical Learning Water Cycle Algorithm." Applied Soft Computing 86 (January 2020): 105935. http://dx.doi.org/10.1016/j.asoc.2019.105935.

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29

Penru, Y., D. Antoniucci, M. J. Amores Barrero, and C. Chevauché. "Water footprint calculation: application to urban water cycle." International Journal on Interactive Design and Manufacturing (IJIDeM) 10, no. 3 (June 17, 2016): 213–16. http://dx.doi.org/10.1007/s12008-016-0327-2.

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30

Zhang, Shanghong, Weiwei Fan, Yujun Yi, Yong Zhao, and Jiahong Liu. "Evaluation method for regional water cycle health based on nature-society water cycle theory." Journal of Hydrology 551 (August 2017): 352–64. http://dx.doi.org/10.1016/j.jhydrol.2017.06.013.

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31

Kanamori, Hironari, Tomo’omi Kumagai, Hatsuki Fujinami, Tetsuya Hiyama, and Tetsuzo Yasunari. "Effects of Long- and Short-Term Atmospheric Water Cycles on the Water Balance over the Maritime Continent." Journal of Hydrometeorology 19, no. 9 (September 1, 2018): 1413–27. http://dx.doi.org/10.1175/jhm-d-18-0052.1.

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Abstract This study investigated atmospheric water cycles over several time scales to understand the maintenance processes that control heavy precipitation over the islands of the Maritime Continent. Large island regions can be divided into land, coastal, and ocean areas based on the characteristics of both the hydrologic cycle and the diurnal variation in precipitation. Within the Maritime Continent, the major islands of Borneo and New Guinea exhibit different hydrologic cycles. Large-scale circulation variations, such as the seasonal cycle and the Madden–Julian oscillation, have a lesser effect on the hydrologic cycle over Borneo than over New Guinea because the effects depend on their shapes and locations. The impact of diurnal variations on both regional-scale circulation and water exchange between land and coastal regions is pronounced over both islands. The recycling ratio of precipitation, which can be related to stronger diurnal variation in the atmospheric water cycle that results from enhanced evapotranspiration over tropical rain forests, is higher over Borneo than over New Guinea.

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32

Osuolale, Funmilayo, Oladipupo Ogunleye, Mary Fakunle, Abdulfataah Busari, and Yetunde Abolanle. "Comparative studies of Cu-Cl Thermochemical Water Decomposition Cyles for Hydrogen Production." E3S Web of Conferences 61 (2018): 00009. http://dx.doi.org/10.1051/e3sconf/20186100009.

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This research focuses on thermodynamic analysis of the copper chlorine cycles. The cycles were simulated using Aspen Plus software. All thermodynamic data for all the chemical species were defined from literature and the reliability of other compounds in the simulation were ascertained. The 5-step Cu–Cl cycle consist of five steps; hydrolysis, decomposition, electrolysis, drying and hydrogen production. The 4-step cycle combines the hydrolysis and the drying stage of the 5-step cycle to eliminate the intermediate production and handling of copper solids. The 3-step cycle has hydrolysis, electrolysis and hydrogen production stages. Exergy and energy analysis of the cycles were conducted. The results of the exergy analysis were 59.64%, 44.74% and 78.21% while that of the energy analysis were 50%, 49% and 35% for the 5-step cycle, 4-step cycle and 3-step cycle respectively. Parametric studies were conducted and possible exergy efficiency improvement of the cycles were found to be between 59.57-59.67%, 44.32-45.67% and 23.50-82.10% for the 5-step, 4-step and 3-step respectively. The results from the parametric analysis of the simulated process could assist ongoing efforts to understand the thermodynamic losses in the cycle, to improve efficiency, increase the economic viability of the process and to facilitate eventual commercialization of the process.

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Ryu, Young-Hee, James A. Smith, and Elie Bou-Zeid. "On the Climatology of Precipitable Water and Water Vapor Flux in the Mid-Atlantic Region of the United States." Journal of Hydrometeorology 16, no. 1 (February 1, 2015): 70–87. http://dx.doi.org/10.1175/jhm-d-14-0030.1.

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Abstract The seasonal and diurnal climatologies of precipitable water and water vapor flux in the mid-Atlantic region of the United States are examined. A new method of computing water vapor flux at high temporal resolution in an atmospheric column using global positioning system (GPS) precipitable water, radiosonde data, and velocity–azimuth display (VAD) wind profiles is presented. It is shown that water vapor flux exhibits striking seasonal and diurnal cycles and that the diurnal cycles exhibit rapid transitions over the course of the year. A particularly large change in the diurnal cycle of meridional water vapor flux between spring and summer seasons is found. These features of the water cycle cannot be resolved by twice-a-day radiosonde observations. It is also shown that precipitable water exhibits a pronounced seasonal cycle and a less pronounced diurnal cycle. There are large contrasts in the climatology of water vapor flux between precipitation and nonprecipitation conditions in the mid-Atlantic region. It is hypothesized that the seasonal transition of large-scale flow environments and the change in the degree of differential heating in the mountainous and coastal areas are responsible for the contrasting diurnal cycle between spring and summer seasons.

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34

Stewart, Ronald E., Jason E. Burford, and Robert W. Crawford. "On the characteristics of the water cycle of the Mackenzie River Basin." Meteorologische Zeitschrift 9, no. 2 (July 14, 2000): 103–10. http://dx.doi.org/10.1127/metz/9/2000/103.

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35

Kanakoudis, V. "Urban water works and water cycle management: advanced approaches." Journal of Water Supply: Research and Technology-Aqua 69, no. 3 (April 27, 2020): 197–200. http://dx.doi.org/10.2166/aqua.2020.000.

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36

Lee, J., G. Pak, C. Yoo, and J. Yoon. "Analysis of urban water cycle considering water reuse options." Water Supply 7, no. 5-6 (December 1, 2007): 101–7. http://dx.doi.org/10.2166/ws.2007.094.

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Water cycle analysis was performed for Gunja basin located in metropolitan Seoul using Aquacycle model in order to assess the problems of urban water cycle. From the water cycle analysis of Gunja basin, it was found that 75% of total rainfall occurred in the form of surface runoff, and groundwater recharge only accounted for about 7%. This suggests serious distortion of water cycle which can be attributed to urbanization. Feasibility analysis of reuse scenarios such as rainwater use and wastewater reuse was then performed to examine their influences on improving the water cycle. From the analysis of water reuse options, it was shown that imported water supply savings of 13% can be achieved through rainwater use, and water supply savings of 31% through wastewater reuse.

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Pongpinyopap, S., and T. Mungcharoen. "Bioethanol water footprint: life cycle optimization for water reduction." Water Supply 15, no. 2 (December 6, 2014): 395–403. http://dx.doi.org/10.2166/ws.2014.129.

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In Thailand, the Alternative Energy Development Plan has set the target to increase the use of bioethanol to 9.00 million liters per day by 2021. To achieve this goal, both freshwater availability for energy crops and best practices in bioethanol production chain management are very important issues. Therefore, this study integrates water footprint technique with the linear programing approach in order to optimize the operations decision, focusing on water footprint of the bioethanol production chains from both tactical and operational levels. A cradle-to-grave approach is adopted to evaluate the water consumption and pollution in bioethanol production from sugarcane and cassava. The results show that the water footprint of bioethanol consumed in Thailand was about 3.23 × 109, 1.72 × 1010, and 2.49 × 1010 m3 per year in 2010, 2016, and 2021, respectively. The share of agriculture water consumption to the total water footprints of bioethanol was 99% and industrial water consumption was 1%. After applying the linear programing, it was found that the water footprint could be reduced by at least 53%, or 1.33 × 1010 m3, annually. The modeling approach and formulation presented could be used as a tool to reduce water consumption and provide the operation plan of bioethanol production chain.

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38

Bennett, Anthony. "The water cycle: Managing long term sustainable water use." Filtration & Separation 45 (January 2008): 12–15. http://dx.doi.org/10.1016/s0015-1882(08)70329-x.

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39

Schmitt, Raymond. "Salinity and the Global Water Cycle." Oceanography 21, no. 1 (March 1, 2008): 12–19. http://dx.doi.org/10.5670/oceanog.2008.63.

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40

TAKESHIMA, Makoto. "Recent trends of Water Cycle Policy." Journal of Groundwater Hydrology 59, no. 4 (2017): 311–17. http://dx.doi.org/10.5917/jagh.59.311.

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41

SAITOH, Yasuhisa. "Changes and Retrieval of Water Cycle." Journal of Groundwater Hydrology 41, no. 4 (1999): 263–86. http://dx.doi.org/10.5917/jagh1987.41.263.

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42

van der Hoek, Jan Peter. "Towards a climate neutral water cycle." Journal of Water and Climate Change 3, no. 3 (September 1, 2012): 163–70. http://dx.doi.org/10.2166/wcc.2012.015.

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Waternet, the first water cycle company in the Netherlands, is responsible for drinking water treatment and distribution, wastewater collection and treatment, and water system management and control in and around Amsterdam. Waternet has the ambition to become climate neutral in 2020. To realise this ambition, measures are required to compensate for the emission of 53,000 t CO2-eq/year. Energy recovery from the water cycle looks very promising. From wastewater, ground water, surface water and drinking water, all elements of the water cycle, renewable energy can be recovered. This can be thermal energy and chemical energy. First calculations reveal that energy recovery from the water cycle in and around Amsterdam can contribute to a total reduction in greenhouse gas emissions up to 74,900 t CO2-eq/year. The challenge for the coming years is to choose robust combinations of all the possibilities to fulfil the energy demand at any time. Only then can the use of fossil fuel be abandoned and the target of becoming climate neutral in 2020 be reached.

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43

Ostrowski, Piotr, and Marek Pronobis. "Cogeneration Cycle in Water Heating Boilers." Transactions of the VŠB - Technical University of Ostrava, Mechanical Series 63, no. 2 (December 20, 2017): 51–56. http://dx.doi.org/10.22223/tr.2017-2/2036.

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Houben, H., R. M. Haberle, R. E. Young, and A. P. Zent. "Evolution of the Martian water cycle." Advances in Space Research 19, no. 8 (January 1997): 1233–36. http://dx.doi.org/10.1016/s0273-1177(97)00274-3.

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45

Wilson, Michael. "Embodied Energy in the Water Cycle." Proceedings of the Water Environment Federation 2009, no. 10 (January 1, 2009): 5515–28. http://dx.doi.org/10.2175/193864709793952729.

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46

Shomar, Basem. "Climate change, water cycle and ecosystems." QScience Proceedings 2016, no. 4 (November 30, 2016): 23. http://dx.doi.org/10.5339/qproc.2016.qulss.23.

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47

Balamurugan, B. J., K. Thirusangu, and D. G. Thomas. "Marked Petri Net for Water Cycle." Procedia Engineering 50 (January 2012): 165–73. http://dx.doi.org/10.1016/j.proeng.2012.10.021.

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48

Montserrat, JesÚs M., and Luis Navarro*. "The Water Cycle in Lucretius by." Centaurus 34, no. 4 (December 1991): 289–308. http://dx.doi.org/10.1111/j.1600-0498.1991.tb00863.x.

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49

Boulay, Nicolle, and Marc Edwards. "Copper in the Urban Water Cycle." Critical Reviews in Environmental Science and Technology 30, no. 3 (July 2000): 297–326. http://dx.doi.org/10.1080/10643380091184192.

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50

Grocholski, B. "A lower-mantle water cycle component." Science 347, no. 6220 (January 22, 2015): 385–86. http://dx.doi.org/10.1126/science.347.6220.385-d.

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Journal articles on the topic 'The water cycle'

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