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Water, Volume 2, Issue 2 (June 2010) – 11 articles , Pages 120-320

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423 KiB  
Article
Facts and Perspectives of Water Reservoirs in Central Asia: A Special Focus on Uzbekistan
by Shavkat Rakhmatullaev, Frédéric Huneau, Philippe Le Coustumer, Mikael Motelica-Heino and Masharif Bakiev
Water 2010, 2(2), 307-320; https://doi.org/10.3390/w2020307 - 23 Jun 2010
Cited by 34 | Viewed by 13213
Abstract
The political transformation of the Central Asian region has induced the implosion of the interconnected physical hydraulic infrastructure and its institutional management system. Land-locked Central Asian countries, with their climatic conditions and transboundary water resources, have been striving to meet their food security, [...] Read more.
The political transformation of the Central Asian region has induced the implosion of the interconnected physical hydraulic infrastructure and its institutional management system. Land-locked Central Asian countries, with their climatic conditions and transboundary water resources, have been striving to meet their food security, to increase agricultural production, to sustain energy sectors, and to protect the environment. The existing water reservoirs are strategic infrastructures for irrigation and hydropower generation. Upstream countries (Tajikistan and Kyrgyzstan) favor the reservoirs’ operation for energy supply, while downstream countries (Uzbekistan, Turkmenistan and Kazakhstan) push for irrigation use. This paper provides an overview of the current challenges and perspectives (technical, institutional, and legal regulations) and presents recommendations for the sustainable management of man-made water reservoirs in Uzbekistan. Full article
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<p>Schematic location of the main water reservoirs and their volume capacities in Central Asia (excluding reservoirs in the central and northern region of Kazakhstan), adopted and modified from [<a href="#B15-water-02-00307" class="html-bibr">15</a>].</p>
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<p>The number of reservoirs constructed and the cumulative volume capacity in Central Asia during the last century [<a href="#B18-water-02-00307" class="html-bibr">18</a>].</p>
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<p>The main elements of the “design life” <span class="html-italic">versus</span> “life cycle” management approaches (modified from [<a href="#B27-water-02-00307" class="html-bibr">27</a>]).</p>
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<p>The major transboundary rivers in Central Asia, modified from [<a href="#B10-water-02-00307" class="html-bibr">10</a>].</p>
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555 KiB  
Article
Improved Filtration Technology for Pathogen Reduction in Rural Water Supplies
by Valentine Tellen, George Nkeng and Steven Dentel
Water 2010, 2(2), 285-306; https://doi.org/10.3390/w2020285 - 18 Jun 2010
Cited by 32 | Viewed by 14106
Abstract
Intermittent bio-sand filtration (BSF) is a low-cost process for improving water quality in rural households. This study addresses its two drawbacks: flow limitations requiring excessive waiting, and inadequate purification when high flows are imposed. Two modifications were examined: increasing the sand’s effective size, [...] Read more.
Intermittent bio-sand filtration (BSF) is a low-cost process for improving water quality in rural households. This study addresses its two drawbacks: flow limitations requiring excessive waiting, and inadequate purification when high flows are imposed. Two modifications were examined: increasing the sand’s effective size, and adding zero-valent iron (ZVI) into the media as a disinfectant. After 65 days, percent reductions in total coliform, fecal coliform, and fecal streptococci averaged 98.9% for traditional BSF and 99% for the improved BSF. Both modifications showed statistically significant improvements. Increased sand size and ZVI addition can counter the drawbacks of traditional BSF. Full article
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<p>Cross-sectional diagram of a traditional concrete intermittent bio-sand filter (BSF). Such a filter was used in these experiments (Modified from CAWST [<a href="#B8-water-02-00285" class="html-bibr">8</a>]). The zero-valent iron (ZVI) layer is only included in filter F3.</p>
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<p>Plates showing the steps used in the construction, media preparation, and operation of the concrete intermittent bio-sand filters.</p>
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<p>Plates showing the steps used in the construction, media preparation, and operation of the concrete intermittent bio-sand filters.</p>
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<p>Natural organic matter levels as measured by permanganate oxidation.</p>
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<p>Filtration rate upon initial 20 L charge of water over the course of three filter microbial challenge experiments.</p>
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<p>Average turbidity removal (%) over the course of the three filter experiments.</p>
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223 KiB  
Article
Turbidity as an Indicator of Water Quality in Diverse Watersheds of the Upper Pecos River Basin
by Gregory M. Huey and Michael L. Meyer
Water 2010, 2(2), 273-284; https://doi.org/10.3390/w2020273 - 11 Jun 2010
Cited by 49 | Viewed by 17459
Abstract
Microbial concentrations, total suspended solids (TSS) and turbidity vary with stream hydrology and land use. Turbidity, TSS, and microbial concentrations, loads and yields from four watersheds were assessed: an unburned montane forest, a catastrophically burned montane forest, urban land use and rangeland prairie. [...] Read more.
Microbial concentrations, total suspended solids (TSS) and turbidity vary with stream hydrology and land use. Turbidity, TSS, and microbial concentrations, loads and yields from four watersheds were assessed: an unburned montane forest, a catastrophically burned montane forest, urban land use and rangeland prairie. Concentrations and loads for most water quality variables were greatest during storm events. Turbidity was an effective indicator of TSS, E. coli and Enterococci spp. The greatest threat to public health from microbial contamination occurs during storm runoff events. Efforts to manage surface runoff and erosion would likely improve water quality of the upper Pecos River basin in New Mexico, USA. Full article
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<p>Upper Pecos River Basin with monitoring sites Upper Gallinas River near Montezuma (MZ), Cow Creek (CC), Lower Gallinas River (LG) and Spring Arroyo (SA).</p>
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384 KiB  
Article
Crayfish Carapace Micro-powder (CCM): A Novel and Efficient Adsorbent for Heavy Metal Ion Removal from Wastewater
by Xiaodong Zheng, Bin Li, Bo Zhu, Rui Kuang, Xuan Kuang, Baoli Xu and Meihu Ma
Water 2010, 2(2), 257-272; https://doi.org/10.3390/w2020257 - 7 Jun 2010
Cited by 17 | Viewed by 11878
Abstract
Crayfish carapace, a plentiful waste in China, was applied to remove divalent heavy metal ions—copper (Cu), cadmium (Cd), zinc (Zn), and lead (Pb)—from wastewater. The adsorption capacities of crayfish carapace micro-powder (CCM) for heavy metal ions were studied with adsorbent dosages ranging from [...] Read more.
Crayfish carapace, a plentiful waste in China, was applied to remove divalent heavy metal ions—copper (Cu), cadmium (Cd), zinc (Zn), and lead (Pb)—from wastewater. The adsorption capacities of crayfish carapace micro-powder (CCM) for heavy metal ions were studied with adsorbent dosages ranging from 0.5–2.5 g/L and with initial metal concentrations ranging from 50–250 mg/L. CCM particle size, initial solution pH (from 2.5–6.5), temperature (from 25–65 °C) and calcium level (from 3.5–21.5%) were also varied in batch mode. The results indicated that the adsorption capacity increases with both decreasing particle size and increasing calcium level of the crayfish carapace. The kinetic studies indicated that the adsorption could be complete within 2 h, and that the data correlated with the pseudo-second-order model. CCM recorded maximum uptakes of 200, 217.39, 80, and 322.58 mg/g for Cu, Cd, Zn, and Pb, respectively. The adsorption capacities and removal efficiencies of CCM for metal ions were three-times higher than those of chitin and chitosan extracted from the CCM. Full article
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<p>Influence of adsorbent dosage of CCM on the adsorption capacities (a) and removal efficiency (b) of the four heavy metal ions copper (Cu), cadmium (Cd), zinc (Zn), and lead (Pb). Initial metal concentration = 100 ppm; agitation speed = 180 rpm; initial pH = 5.5; temperature = 25 °C; equilibrium time = 2 h).</p>
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<p>Influence of time on adsorption capacities of CCM for metal ions (initial metal solution concentration = 100 ppm; agitation speed = 180 rpm; temperature = 25 °C; dosage = 1.0 g/L; initial pH = 5.5).</p>
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<p>The effect of the ball-milled time on the mean size of crayfish carapace particles. The duration of ball-milled time is 0 min (a), 20 min (b), 40 min (c), 60 min (d), 80 min (e), and 100 min (f). The pink line means cumulative particle size distribution of CCM and the blue shaded regions means particle size distributions of CCM.</p>
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<p>Influence of CCM size on adsorption capacities for heavy metal ions (initial metal concentration = 100 ppm; agitation speed = 180 rpm; equilibrium time = 2 h; temperature = 25 °C; dosage = 1.0 g/L; initial pH = 5.5).</p>
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<p>Influence of initial solution pH on adsorption capacities of CCM for heavy metal ions (initial metal concentration = 100 ppm; agitation speed = 180 rpm; equilibrium time = 2 h; temperature = 25 °C).</p>
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<p>Influence of solution temperature on the adsorption capacities of CCM for the four heavy metal ions (initial metal concentration = 100 ppm; agitation speed = 180 rpm; equilibrium time = 2 h; dosage = 1.0 g/L; initial pH = 5.5).</p>
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<p>Adsorption isotherms of metal ions on crayfish carapace (agitation speed = 180 rpm; equilibrium time = 2 h; temperature = 25 °C; initial pH = 5.5; dosage = 1.0 g/L).</p>
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<p>Adsorption capacities of metal ions on crayfish carapace with different calcium levels (initial metal concentration = 100 ppm; agitation speed = 180 rpm; equilibrium time = 2 h; temperature = 25 °C; initial pH = 5.5; dosage = 1.0 g/L).</p>
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<p>Adsorption capacities of the four metal ions on different adsorbents (initial metal concentration = 100 ppm; agitation speed = 180 rpm; equilibrium time = 2 h; temperature = 25 °C; initial pH = 5.5; dosage = 1.0 g/L).</p>
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447 KiB  
Article
Best Fit and Selection of Theoretical Flood Frequency Distributions Based on Different Runoff Generation Mechanisms
by Vito Iacobellis, Mauro Fiorentino, Andrea Gioia and Salvatore Manfreda
Water 2010, 2(2), 239-256; https://doi.org/10.3390/w2020239 - 28 May 2010
Cited by 21 | Viewed by 10751
Abstract
Theoretically derived distributions allow the detection of dominant runoff generation mechanisms as key signatures of hydrologic similarity. We used two theoretically derived distributions of flood peak annual maxima: the first is the “IF” distribution, which exploits the variable source area concept, coupled with [...] Read more.
Theoretically derived distributions allow the detection of dominant runoff generation mechanisms as key signatures of hydrologic similarity. We used two theoretically derived distributions of flood peak annual maxima: the first is the “IF” distribution, which exploits the variable source area concept, coupled with a runoff threshold having scaling properties; the second is the Two Component-IF (TCIF) distribution, which generalizes the IF distribution, and is based on two different threshold mechanisms, associated with ordinary and extraordinary events, respectively. By focusing on the application of both models to two river basins, of sub-humid and semi-arid climate in Southern Italy, we present an ad hoc procedure for the estimation of parameters and we discuss the use of appropriate techniques for model selection, in the case of nested distributions. Full article
(This article belongs to the Special Issue Feature Papers)
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<p>Basins of Southern Italy selected as case studies.</p>
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<p>Comparison between TCIF and IF CDFs and the Weibull plotting positions of the annual maximum flood series: (a) Carapelle at Carapelle and (b) Bradano at Ponte Colonna.</p>
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1383 KiB  
Article
Multi-Element Analysis and Geochemical Spatial Trends of Groundwater in Rural Northern New York
by Michael O’Connor, Matt Zabik, Carol Cady, Brian Cousens and Jeffrey Chiarenzelli
Water 2010, 2(2), 217-238; https://doi.org/10.3390/w2020217 - 28 May 2010
Cited by 11 | Viewed by 10913
Abstract
Samples from private wells (n = 169) throughout St. Lawrence County, NY were analyzed by ICP-MS multi-element techniques. St. Lawrence County spans three diverse bedrock terranes including Precambrian crystalline rocks of the Adirondack Lowlands (mostly paragneisses) and Highlands (mostly orthogneisses), as well as [...] Read more.
Samples from private wells (n = 169) throughout St. Lawrence County, NY were analyzed by ICP-MS multi-element techniques. St. Lawrence County spans three diverse bedrock terranes including Precambrian crystalline rocks of the Adirondack Lowlands (mostly paragneisses) and Highlands (mostly orthogneisses), as well as Paleozoic sedimentary rocks of the St. Lawrence Valley. An ArcGIS database was constructed and used to generate contour plots for elements across the county. Strontium isotopes and unique geochemical signatures were used to distinguish water from various geologic units. The results were consistent with a large (7,309 km2), sparsely populated (~110,000), rural region with diverse bedrock and glacial cover. Full article
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<p>GIS maps of St. Lawrence County, New York including: (a) major highways and populated areas; (b) population density and groundwater sampling locations; (c) geology and mine locations; and (d) samples collected for Sr isotopic analysis.</p>
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<p>The concentration of groundwater constituents estimated from groundwater samples collected in St. Lawrence County, New York including (a) arsenic; (b) lead; (c) copper; and (d) zinc.</p>
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<p>The concentration of groundwater constituents estimated from groundwater samples collected in St. Lawrence County, New York including (a) iron; (b) manganese; (c) hardness; and (d) total dissolved solids (TDS).</p>
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<p>The concentration of groundwater constituents estimated from groundwater samples collected in St. Lawrence County, New York including (a) boron; (b) chlorine (chloride); (c) lithium; and (d) strontium.</p>
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<p>Results of the strontium isotopic study showing <sup>87</sup>Sr/<sup>86</sup>Sr ratio plotted against strontium in parts per million. The Rb/Sr ratio multiplied by 1,000 of each sample is shown in green. Inset shows relative stratigraphic positioning.</p>
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194 KiB  
Article
Pros and Cons of Adopting Water-Wise Approaches in the Lower Reaches of the Amu Darya: A Socio-Economic View
by Maksud Bekchanov, John P.A. Lamers and Christopher Martius
Water 2010, 2(2), 200-216; https://doi.org/10.3390/w2020200 - 20 May 2010
Cited by 46 | Viewed by 16107
Abstract
The increased frequency of water shortages parallel to growing demands for agricultural commodities in the lower reaches of the Amu Darya River, Central Asia, calls for improving the system-level water use efficiency, by using interventions at the field level. Despite the existence of [...] Read more.
The increased frequency of water shortages parallel to growing demands for agricultural commodities in the lower reaches of the Amu Darya River, Central Asia, calls for improving the system-level water use efficiency, by using interventions at the field level. Despite the existence of various best practices of effective water use (defined here as “water-wise options”), they are not widely adopted by farmers owing to high initial costs of investment and lack of the necessary knowledge and skills of a new generation of farmers after the Soviet era. For assessing the potential of several water-wise techniques, key indicators such as water use reduction rate (WURR), economic efficiency (EE), and financial viability (FV) were combined with expert surveys. A SWOT procedure was used to analyze the (dis)advantages, opportunities and constraints of adopting the selected water-wise methods. Results show that the examined options have substantial potential for increasing water use efficiency under promising EE. The various recommendations aim at improving the sustainability of irrigation water use. Full article
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<p>Water use reduction rate, economic efficiency, and financial viability of water conservation techniques. The size of the bubbles corresponds to economic efficiency. Note: Crop change is left blank since it gained negative gross margins.</p>
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1157 KiB  
Article
Increasing River Flows in the Sahel?
by Okechukwu Amogu, Luc Descroix, Kadidiatou Souley Yéro, Eric Le Breton, Ibrahim Mamadou, Abdou Ali, Théo Vischel, Jean-Claude Bader, Ibrahim Bouzou Moussa, Emmanuèle Gautier, Stéphane Boubkraoui and Philippe Belleudy
Water 2010, 2(2), 170-199; https://doi.org/10.3390/w2020170 - 7 May 2010
Cited by 94 | Viewed by 17125
Abstract
Despite the drought observed since 1968 in most of the West African Sahel, runoff and rivers discharges have been increasing in the same region. This trend is related with land use change rather than climate change. This paper aims to describe the regional [...] Read more.
Despite the drought observed since 1968 in most of the West African Sahel, runoff and rivers discharges have been increasing in the same region. This trend is related with land use change rather than climate change. This paper aims to describe the regional extension of such a phenomenon and to demonstrate that the increase in runoff is observed from the point scale up to the regional scale. It highlights the opposition of functioning between a Sahelian zone, where the Sahel’s paradox applies, and the Sudanian and Guinean areas, where runoff has been logically decreasing with the rainfall. The current trend is evidenced using experimental runoff plots and discharge data from the local to the regional scales. Full article
(This article belongs to the Special Issue Feature Papers)
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<p>Location of the experimental sites and rivers analyzed and/or cited. The 700 and 1,400 mm isohyets are the common southern boundaries of Sahel and Sudan.</p>
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<p>Evolution of land use and land cover between 1993 and 2007 in the “Tondi Kiboro aval” catchment; the catchment area is 11 hectares.</p>
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<p>Map of Niger River middle reach and its main tributaries. Location of tributaries and stream gauges stations of Kandadji and Niamey is indicated.</p>
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<p>Boubon basin (20 km NW of Niamey): an endorheic basin became an exorheic one, probably due to the strong spatial extension of degraded vegetation and soils.</p>
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<p>Evolution of the remaining water balance between Kandadji and Niamey from 1975 to 2008, once the discharges of the two main tributaries between both stations, the Dargol and the Sirba, were removed (see <a href="#water-02-00170-f003" class="html-fig">Figure 3</a>). Years without column are missing data.</p>
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<p>Land cover changes in the Gorouol basin between 1979 and 1999, using Landsat data.</p>
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<p>Average hydrographs of the Niger River at Kandadji and Niamey stations for the periods 1975–1996 and 1998–2007.</p>
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<p>Average yearly total discharge of the three main “Sahelian” tributaries of the Niger River in its middle reach from 1955 to 2006. The increase trend is lower for the Sirba River than for the other two; but it is real in spite of the decreasing rain fall, as evidence of the significant increase in runoff coefficients</p>
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<p>Average hydrographs of the Niger River by decades at the Niamey station.</p>
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<p>Evolution of crop areas in the Niger since 1950.</p>
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<p>The Niger River basin at Koulikoro and Niamey stations. The blue area is the non-contributing basin regions (endorheic and arheic regions).</p>
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<p>Sample space of the PCA, axes 1 and 2. Sahelian and north-Sudanian is yellow, Sudanian is light green and Guinean is dark green.</p>
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<p>Sample space of the PCA, axes 1 and 3. Sahelian and north-Sudanian is yellow, Sudanian is light green and Guinean is dark green.</p>
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<p>Variables space of the PCA, axes 1 and 2.</p>
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<p>Variables space of the PCA, axes 1 and 3.</p>
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<p>Location of recent endorheism ruptures observed near Niamey, in the middle reach of the Niger River.</p>
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1940 KiB  
Article
Comparison of Three Systems for Biological Greywater Treatment
by Lucía Hernández Leal, Hardy Temmink, Grietje Zeeman and Cees J. N. Buisman
Water 2010, 2(2), 155-169; https://doi.org/10.3390/w2020155 - 22 Apr 2010
Cited by 84 | Viewed by 21380
Abstract
Greywater consists of household wastewater excluding toilet discharges. Three systems were compared for the biological treatment of greywater at a similar hydraulic retention time of approximately 12–13 hours. These systems were aerobic treatment in a sequencing batch reactor, anaerobic treatment in an up-flow [...] Read more.
Greywater consists of household wastewater excluding toilet discharges. Three systems were compared for the biological treatment of greywater at a similar hydraulic retention time of approximately 12–13 hours. These systems were aerobic treatment in a sequencing batch reactor, anaerobic treatment in an up-flow anaerobic blanket reactor and combined anaerobic-aerobic treatment (up-flow anaerobic blanket reactor + sequencing batch reactor). Aerobic conditions resulted in a COD removal of 90%, which was significantly higher than 51% removal by anaerobic treatment. The low removal in the anaerobic reactor may have been caused by high concentration of anionic surfactants in the influent (43.5 mg/L) and a poor removal of the colloidal fraction of the COD in up-flow anaerobic sludge blanket reactors. Combined aerobic-anaerobic treatment accomplished a COD removal of 89%, similar to the aerobic treatment alone. Greywater methanization was 32% for the anaerobic system and 25% for the anaerobic-aerobic system, yielding a small amount of energy. Therefore, anaerobic pre-treatment is not feasible and an aerobic system is preferred for the treatment of greywater. Full article
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<p>Lab-scale reactors set up.</p>
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<p>COD removal rate <span class="html-italic">vs.</span> volumetric loading rate in SBR12.</p>
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<p>COD removal rate <span class="html-italic">vs.</span> volumetric loading rate in SBR6.</p>
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<p>COD removal rate <span class="html-italic">vs.</span> volumetric loading rate in UASB12.</p>
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<p>COD removal rate <span class="html-italic">vs.</span> volumetric loading rate in UASB7.</p>
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<p>Influent and effluent concentrations of anionic surfactants in 4 bioreactors treating greywater.</p>
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<p>Cumulative COD mass balance on anaerobic reactors UASB12 (period of 168 days) and UASB7 (period of 84 days).</p>
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<p>Cumulative VSS produced as a function of cumulative COD removed in SBR12 for a period of 168 days.</p>
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200 KiB  
Review
Hydrologic Restoration in the Urban Environment Using Green Roofs
by Anna Palla, Ilaria Gnecco and Luca G. Lanza
Water 2010, 2(2), 140-154; https://doi.org/10.3390/w2020140 - 9 Apr 2010
Cited by 101 | Viewed by 16953
Abstract
Loss of natural soil and vegetation within the urban environment can significantly affect the hydrologic cycle by increasing storm water runoff rates and volumes. In order to mitigate these modifications in urban areas engineered systems are developed, such as green roofs, to mimic [...] Read more.
Loss of natural soil and vegetation within the urban environment can significantly affect the hydrologic cycle by increasing storm water runoff rates and volumes. In order to mitigate these modifications in urban areas engineered systems are developed, such as green roofs, to mimic and replace functions (evapo-transpiration, infiltration, percolation) which have been altered due to the impact of human development. Green roofs, also known as vegetated roof covers, eco-roofs or nature roofs, are composite complex layered structures with specific environmental benefits. They are increasingly being used as a source control measure for urban storm water management. Indeed, they are able to re-establish the natural water cycle processes and to operate hydrologic control over storm water runoff with a derived peak flow attenuation, runoff volume reduction and increase of the time of concentration. Furthermore green roofs exhibit the capacity to reduce storm water pollution; they generally act as a storage device, consequently pollutants are accumulated in the substrate layer and released when intensive rainwater washes them out. In order to investigate the hydrologic response of a green roof, the University of Genova recently developed a joint laboratory and full-scale monitoring programme by installing a “controlled” laboratory test-bed with known rainfall input and a companion green roof experimental site (40 cm depth) in the town of Genoa. In the paper, data collected during the monitoring programme are presented and compared with literature data. Full article
(This article belongs to the Special Issue Feature Papers)
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<p>Annual volume retention observed at experimental sites from a literature review.</p>
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<p>The green roof experimental site at the University of Genova.</p>
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<p>Hyetograph and comparison between the green roof measured (grey filled area) and the impervious roof simulated hydrographs (continuous black line) for the 5 June 2007 event. In the graph, the peak reduction and delay are also indicated.</p>
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604 KiB  
Article
Impact of Floods on Livelihoods and Vulnerability of Natural Resource Dependent Communities in Northern Ghana
by Frederick A. Armah, David O. Yawson, Genesis T. Yengoh, Justice O. Odoi and Ernest K. A. Afrifa
Water 2010, 2(2), 120-139; https://doi.org/10.3390/w2020120 - 7 Apr 2010
Cited by 132 | Viewed by 39062
Abstract
Sub-Sahara Africa is considered to be most vulnerable to climate variability including flooding. The frequency and severity of floods in Northern Ghana over the last decade has increased considerably. Through qualitative modelling the paper explores the impact of floods on natural resource dependent [...] Read more.
Sub-Sahara Africa is considered to be most vulnerable to climate variability including flooding. The frequency and severity of floods in Northern Ghana over the last decade has increased considerably. Through qualitative modelling the paper explores the impact of floods on natural resource dependent communities in Northern Ghana. Simplified causal loop diagrams are used to conceptualise flood-induced coping strategies in the study area. The results indicate that some characteristics of the socio-cultural environment appear to mitigate risk and reduce vulnerability. In this context, the role of social networks in enhancing livelihood security is essential. The paper concludes that both in case of seasonal variations in agricultural output and floods, individuals that have effectively diversified their livelihoods, both occupationally and geographically, are less sensitive than individuals who mainly achieve entitlement to food via crop cultivation. However, diversification in this case, is effective only in the short term. Full article
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<p>A simplified causal loop diagram illustrating the impact of floods on communities in Northern Ghana.</p>
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<p>Map of worst flood affected districts (green shaded region), part of which is the study area.</p>
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<p>MODIS Terra Images (a) during flood (September 2007) (b) before floods. The area highlighted in red on the September 2007 image shows how river systems are swollen compared to the period when the rainy season had just started in June (right).</p>
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<p>Causal loop diagram of the impact of floods on farmers access to seeds.</p>
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<p>Causal loop diagram showing the effects of floods on food production, access and causation of starvation.</p>
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<p>Rural-urban migration induced by floods.</p>
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