Rainwater harvesting (RWH) can be used to reduce the demand for potable mains water. At the single-building scale, previous research has focused on water-saving potential, while financial assessment has either been omitted or considered in an ad hoc manner. This paper reports on the application of a more rigorous financial analysis of domestic RWH systems than had been conducted previously. Whole life costing was selected as the most appropriate financial assessment technique. A total of 3840 domestic system configurations were assessed at a daily time step, taking into account various stakeholder perspectives and future cost scenarios. In each case, it was found that harvesting rainwater was significantly less cost effective than relying solely on mains-only water. The domestic RWH systems generally resulted in financial losses approximately equal to their capital costs. Without significant financial support, domestic RWH is unlikely to be cost effective for all reasonably foreseeable scenarios.

Yes / Water scarcity is a huge problem in Africa, and hence rainwater becomes a crucial water source for fulfilling basic human needs. However, less attention has been given by African countries to the effectiveness of common rainwater treatments to ensure the population's health. This study investigates the impact of different household treatment techniques (HHTTs), i.e. treatments by chlorine, boiling, alum, and a combination of alum and chlorine, on its storage system using a case study at the Ikorodu area of Lagos state, which is a rural area in Nigeria. The first-flush quality has been particularly studied here, where the microbial reduction through its practice has been examined from five different roofs. One of the investigated roofs was from a residential building, and four were constructed for the purpose of this study. In this study, the physical parameters (i.e. total suspended solids and turbidity) and the microbial parameters (i.e. total coliform and Escherichia coli) of the collected rainwater have been investigated. From the results, it has been observed that: (1) the water quality at the free phase zone is better than that at the tank's bottom; (2) the combination of chlorine and alum gives the best rainwater quality after comparing the application of different HHTTs; and (3) a reduction of about 40% from the original contaminant load occurs in every 1 mm diversion. / Hidden Histories of Environmental Science Grant Project (at Seed-grant Stage), funded by the Natural Environment Research Council (NERC) and Arts and Humanities Research Council (AHRC), part of UK Research and Innovation (UKRI)

[pt] Amostras de precipitação foram coletadas em dois locais distintos (Gávea e Parque Nacional da Serra dos Órgãos - PARNASO) no estado do Rio de Janeiro, no período de abril de 2022 a abril de 2023. As amostras foram analisadas quanto aos constituintes iônicos por cromatografia de íons (CI) e quanto aos elementos traço por ICP-MS para a determinação de suas concentrações e identificação das fontes potenciais. A concentração dos íons (microequivalentes L-1 ) das amostras da Gávea foi (oxalato) < fluoreto < (malonato) < (brometo) < (acetato) < (sulfato) < (nitrato) < Cle (potássio) < (magnésio) < (amônia)< (cálcio) < (sódio) , enquanto nas do PARNASO foi (brometo) < (oxalato) < (acetato) < (oxalato)< (nitrato) < (fosfato) < Cle (cálcio) < (magnésio) < (potássio) < (sódio) . Já a concentração (miligrama por litro) dos elementos traço na Gávea foi (cromo) = (níquel) = (estanho) < (manganês) < (cobre) < (ferro) < (chumbo) < (zinco), enquanto no PARNASO foi (cromo) < (manganês) < (níquel) < (ferro) < (estanho) < (chumbo) < (cobre) < (zinco). As amostras da Gávea apresentaram um pH médio de 5,73 e uma condutividade média de 21,9 microsiemens cm-1 , enquanto as do PARNASO um pH de 6,05 e uma condutividade de 21,4 microsiemens cm-1 . (Sódio) e (Cloreto) foram os íons mais abundantes na precipitação em ambos os locais, tendo sua origem fortemente associada ao spray marinho. Correlações significativas, fatores de enriquecimento, frações não marinhas e fracionamento de fontes foram realizados para sugerir a origem das espécies iônicas determinadas. A região urbana da Gávea sofreu um maior impacto das fontes antropogênicas (52 por cento), enquanto a região preservada do PARNASO das fontes naturais (62 por cento). Os elementos traço principais foram avaliados a partir da comparação com estudos anteriores presentes na literatura. (Estanho) e (chumbo) foram associados ao desgaste de componentes veiculares, aditivos de combustível e tráfego. As altas de (ferro), (níquel) e (zinco) no PARNASO sugeriram a contribuição, respectivamente, do solo, dos combustíveis líquidos/carvão e dos materiais vegetais geológicos/micronutrientes. Assim, foi confirmada a eficácia da água da chuva como outra ferramenta de avaliação da qualidade do ar de uma região. Além disso, comprovou-se, conforme esperado, que a poluição na Gávea foi maior do que no PARNASO. / [en] Precipitation samples were collected in two different locations (Gávea and Serra dos Órgãos National Park - PARNASO) in the state of Rio de Janeiro, from April 2022 to April 2023. The samples were analyzed for ionic constituents by ionchromatography (IC) and to trace elements by ICP-MS to determine their concentrations and identify potential sources. The ion concentration (microequivalents L-1) of the Gávea samples was (oxalate) < (fluoride)< (malonate)< (bromide)< (acetate)< (sulfate)< (nitrate) < (chloride) and (potassium) < (magnesium) < (ammonium) < (calcium) < (sodium), while in PARNASO it was (bromide)< (oxalate)<(acetate)< (sulfate) < (nitrate) < (phosphate)< Cl and (calcium) < (magnesium) < (sulfate) < (potassium) < (sodium). The concentration (milligram per liter) of the trace elements in Gávea was (chrome) = (nickel)= (tin) < (manganese) < (copper)< (iron) < (lead) < (zinc), while in PARNASO it was (chrome) < (manganese) < (nickel) < (iron) < (tin)< (lead)< (copper) <(zinc). The samples from Gávea had an average pH of 5.73 and an average conductivity of 21.9 (microsiemens) cm-1, while those from PARNASO had a pH of 6.05 and a conductivityof 21.4 (microsiemens) cm-1. (sodium) e (chloride) were the most abundant ions in precipitation in bothlocations, having their origin strongly associated with sea spray. Significant correlations, enrichment factors, non-marine fractions and source fractio nation were performed to suggest the origin of the determined ionic species. The urban region of Gávea suffered a greater impact fro man thropogenic sources (52 percent), while the preserved region of PARNASO from natural sources (62 percent). The main trace elements were evaluated based on comparison with previous studies in the literature. (Tin) and (lead) have been linked to wear on vehicle components, fuel additives, and traffic. The increases in (iron), (nickel) and (zinc) in PARNASO suggested the contribution, respectively, of soil, liquid fuels/coal and geological plant materials/micronutrients. Thus, the effectiveness of rainwater as another tool for assessing air quality in a region was confirmed. Furthermore, it was proven, as expected, that pollution in Gávea was greater than in PARNASO.

No description available.

<p><strong>Abstract</strong></p> <p>An opportunity exists to enhance policy development and application in higher education as it relates to the promotion of sustainable building practices and the application of Leadership in Energy and Environmental Design (LEED^®) principles. No previous research has been conducted to determine if policy instruments are essential for sustainable building practices, together with the use of LEED^®, for the implementation of institutional green buildings in North America.</p> <p>The primary research goal is to determine if policy is essential for sustainable building practices and the implementation of LEED^® for new construction and major renovations in higher education buildings in Canada and the United States. A specific focus on water conservation and water quality is undertaken related to green buildings. A comprehensive quantitative web-based survey was developed and administered to poll members of APPA (formerly the Association of Physical Plant Administrators) on their use of policies or other instruments for sustainable development and the specific use of LEED^®applications for new construction and major renovations on their campuses. Qualitative telephone interviews were conducted with a subset of the survey respondents to explore and supplement components of the survey and to gain greater insight as to the strategic application of sustainable facility initiatives at their respective institutions. A sustainable building policy template is developed for application to the higher education sector.</p> <p>Using a mixed-methods approach has provided clear evidence that these institutions are contributing to the growth in sustainable practices in higher education and that the facility professionals are contributing to much needed leadership in this field. Institutions that have implemented sustainable/green building policies for their new buildings or major renovations are exhibiting policy compliance and meeting their LEED^® targets, while some institutions that utilize non-policy practices are not complying.</p> <p>This research provides a framework for an institutional sustainable building policy that is suitable for use as a template for senior facility professionals and their specific policy development. This work contributes to a foundation for future research related to sustainable/green building policy development and its application to the higher education sector.</p> <p>A review of survey participants’ water conservation approaches was undertaken with a specific application to a rainwater harvesting-to-potable water system in the Engineering Technology Building (ETB) at McMaster University. <strong></strong>Field research was undertaken on the evaluation of three white roof membranes: modified bitumen finish ply, polyvinylchloride (PVC), and thermoplastic polyolefin (TPO); and their effects on the runoff water quality were studied. An analysis of the quality of rainwater runoff was performed from each of these three membranes and compared to Ontario provincial drinking water standards. Analyses were performed to determine if there is a preferred membrane for this function.</p> <p>Results of the water quality testing and analysis indicate that the selected white roof membranes will provide a suitable catchment surface for a green building and/or use in a rainwater collection system. When compared to Ontario’s MOE water quality requirements, no particular roof membrane of the three researched (modified bitumen, PVC and TPO) provided superior water quality results to suggest that either was preferred or recommended as a rainwater harvesting (RWH) catchment surface.</p> <p>This research has revealed that higher education institutions are engaging in water conservation practices across Canada and the United States. Operational challenges are evident, particularly as they relate to waterless urinals. The ETB system that harvests rainwater and provides treatment to potable standards is showing significant promise for future site–based solutions.</p> / Doctor of Philosophy (PhD)

Yes / This study investigated the impact of sedimentation on rainwater storage system using a case study at the Ikorodu area of Lagos state, a rural area in Nigeria. In this investigation, the proportions of Escherichia coli (E. coli) that were settleable (due to sedimentation) and those that were at the free phase have been studied. Water samples were collected from different depths in the inspected rainwater storage tank at two different periods (i.e. rainy and dry periods) for 20 days. The samples collected from these periods have been analysed for physical and microbial measures before passing it through the serial filters with pore sizes of 500 μm, 100 μm, 10 μm and 1.5 μm to measure the retained particle mass. From the results, it was observed that: (1) the water quality at the free-phase zone was better than that at the tank’s bottom; (2) the settleable bacteria rapidly sinked to bottom; (3) the correlation of turbidity, E. coli and total suspended solids (TSS) for all the rain events showed a relatively high Pearson’s coefficient of 0.9 to one another; and (4) over 70% of settling TSS occurred within first 36 hours. Finally, it has been found that the physical sedimentation process can significantly reduce the microbial measures.

A water supply plan approach was used to investigate irrigation application on landscaped areas in Virginia with a focus on turfgrass. The economically-important turfgrass industry in Virginia should be proactive in conserving drinking water supplies to meet human consumption needs, especially in drought times. This thesis investigates current irrigation water supplies, water supply sustainability, and alternative water sources to meet irrigation demands and offers an insight on how potable water is unnecessarily consumed for non-potable irrigation needs. A Virginia evapotranspiration website was developed to offer a scientifically based source for efficient irrigation scheduling. The website was developed using a collaborative and user-centered design method, which included potential users in the process. The final website is hosted on the Virginia Tech website at http://www.turf.cses.vt.edu/Ervin/et_display.html and utilizes data from weather stations throughout the state. Evapotranspiration-based irrigation was tested at three case study sites in Blacksburg, Williamsburg and Norfolk, Virginia to assess potential water conservation. In Williamsburg, a 55% water savings was reported with evapotranspiration-based irrigation. In Blacksburg, slightly more water was applied on research greens irrigated based on evapotranspiration demand. Significantly less water was applied in Norfolk, compared to the evapotranspirationbased irrigated plots. The study also uncovered increased confidence to alter irrigation systems and the need to conduct irrigation audits when irrigating based on evapotranspiration. Evapotranspiration-based irrigation, reclaimed water and harvested rainwater were investigated to determine feasibility for meeting irrigation demands, while reducing potable water consumption at four case study sites in Blacksburg, Fairfax, Williamsburg and Norfolk, Virginia. Due to the limited collection potential at the Blacksburg site, reclaimed water and harvested rainwater was not feasible. However, the on-site weatherstation could offer a unique opportunity to calculate evapotranspiration. In Fairfax, all three alternative water sources could be integrated to supply enough water to irrigate a soccer field and adjacent athletic fields and save an estimated $7,000 per season in potable water costs. Harvested rainwater at the Williamsburg site could supplement the irrigation pond and reduce reliance on groundwater. In Norfolk, reclaimed water use is economically feasible, but rainwater harvesting could meet the irrigation needs, while evapotranspiration-based irrigation is too labor intensive for homeowners. / Ph. D.

Rainwater harvesting (RWH) refers to the collection of rainwater for subsequent on-site use. Rainwater is most often used for non-potable purposes including toilet flushing, laundering, landscape and commercial crop irrigation, industry, fire fighting, air-conditioning, and vehicle-washing. This study evaluates the potential impacts of RWH on residential housing on Virginia Tech campus in southwestern Virginia in regards to potable water offset, energy conservation, stormwater mitigation, carbon emission reduction, and financial savings. Potential rainwater collection was estimated from three simulations used to approximate the maximum, average, and minimum range of annual precipitation. Collected rainwater estimates were used to calculate the impacts on the areas of interest. Cumulatively, the sample buildings can collect 3.4 to 5.3 millions of gallons of rainwater — offsetting potable water use and reducing stormwater by an equivalent amount, save 320 to 1842 kWh of energy, and reduce carbon emissions by 650 to 3650 pounds annually. Cumulative savings for the nine buildings from combined water and energy offsets range between $5751 and $9005 USD, not substantial enough to serve as the sole basis of RWH implementation on campus. A significant advantage of RWH relates to the management and improvement of the Stroubles Creek watershed in which the majority of the campus sits. Additionally, RWH implementation would benefit sustainable initiatives and provide Virginia Tech additional opportunities for conservation incentives and environmental stewardship funding. / Master of Science

Climate change (CC) science has made significant progress in development of predictive models. Despite these recent advances, the assessment of CC impacts in urban watersheds remains an area of active research, in part due to the small temporal and spatial scales needed to adequately characterize urban systems. Urban watersheds have been the focus of considerable efforts to restore hydrology and water quality, and the aquatic habitat of receiving waters, yet CC impacts threaten to reduce the effectiveness of these efforts. Thus, assessing the impacts of CC in urban watershed assessment are essential for assuring the success of water quality improvement programs and is an important research need. Simulations of CC for the 2041-2068 period were developed using downscaled Global Climate Models (GCMs) from the North American Regional CC Assessment Program (NARCCAP) and Coupled Model Intercomparison Project Phase 5 (CMIP5) to forecast precipitation and temperature time series. This data were then used to force a Storm Water Management Model (SWMM) of the Difficult Run watershed of Fairfax County, Virginia, a tributary of Potomac River, which flows into Chesapeake Bay. NARCCAP uses a scenario represents a medium-high greenhouse gas emissions assumption, A2; the latter, uses five GCMs, and two Representative Concentration Pathways (RCP 4.5 and 8.5) scenarios in an ensemble approach to better assess variability of model predictions in presenting precipitation, temperature, runoff quantity and quality. Then, the effects of CC on runoff peak, volume, and nutrient and sediment loads delivered to the Chesapeake Bay and on the treatment performance of a very common stormwater control measure (SCM), retention ponds, was assessed. Rainwater Harvesting (RWH) systems are an unusual SCM in that they recycle and reuse stormwater, normally from rooftops, and increase water supply and reduce runoff. The efficiency of RWH systems for projected CC for these dual purposes was assessed. NARCAAP data for selected locations across the U.S. were statistically downscaled using a modified version of the equiratio cumulative distribution function matching method to create a time series of projected precipitation and temperature. These data were used to force a simulation model, the Rainwater Analysis and Simulation Program (RASP) to assess the impacts of CC on RWH with respect to the reliability of water supply and runoff capture. To support CC modeling, an easy-to-use software tool, RSWMM-Cost, was developed. RSWMM-Cost automates the execution of SWMM, which is commonly used for simulating urban watersheds. Several features were incorporated into the RSWMM-Cost tool, including automated calibration, sensitivity analysis, and cost optimization modules; the latter can assist in identifying the most cost-effective combination of SCMs in an urban watershed. As an example, RSWMM-Cost was applied to a headwater subcatchment the Difficult Run watershed. / Ph. D. / Urban watersheds have been the focus of considerable efforts to restore water quantity and quality, and the aquatic habitat of receiving waters, yet climate change impacts threaten to reduce the effectiveness of these efforts. The assessment of climate change impacts in urban watersheds remains an area of active research, in part due to the small temporal and spatial scales needed to adequately characterize urban systems. Thus, assessing the impacts of climate change in urban watershed assessment are essential for assuring the success of water quality improvement programs and is an important research need. In this study, simulations of climate change for the 2041-2068 period were developed to forecast precipitation and temperature data. These data were then used to force a hydrologic model for the Difficult Run watershed of Fairfax County, Virginia, a tributary of Potomac River, which flows into Chesapeake Bay. Then, the effects of climate change on runoff, nutrient and sediment loads delivered to the Chesapeake Bay and on the treatment efficiency of a very common management practice called retention ponds, was assessed. Rainwater harvesting systems are an unusual management practice that recycle and reuse stormwater, normally from rooftops, and increase water supply and reduce runoff. The efficiency of rainwater harvesting systems for projected climate change with respect to the reliability of water supply and runoff capture was assessed for the 2041-2068 period. To support climate change modeling, an easy-to-use tool, was also developed to select the most cost-optimized combination of best management practices in urban watersheds considering site constraints, limitations, and size. As an example, the tool was applied to a headwater subcatchment of the Difficult Run watershed. The ability to assess the impact of climate change on both hydrologic and water quality treatment could assist in the selection of the most appropriate management practices to address water management goals and conserve limited financial resources.

Urban flooding presents a significant challenge to cities worldwide, resulting in loss of life and economic damage. Factors such as urbanization, climate change, and extreme weather events compound the vulnerability of urban areas to flooding, with rapid urbanization emerging as a primary driver of increased flood risk. In response to this pressing issue, this thesis embarks on a transformative exploration, advocating for a paradigm shift in urban stormwater management through the lens of "Hydro-Urbanism." Central to this concept is recognizing stormwater as a valuable resource rather than a mere liability. By implementing targeted strategies to curb runoff, detain stormwater, and replenish groundwater, cities can mitigate the adverse impacts of urban flooding while enhancing resilience and livability. Through a comprehensive review of existing literature and analysis of case studies, this research explores the efficacy of diverse stormwater management techniques in alleviating urban flooding and fostering sustainable urban development. In addition to technical aspects, the study delves into the socioeconomic dimensions of Hydro-Urbanism, highlighting the significance of community engagement and participatory planning in creating resilient and inclusive urban environments. Focused on Hyderabad city in Telangana, India, this project lies at the intersection of cultural heritage and modernity, confronting significant challenges posed by urban flooding amidst rapid urban expansion. By reframing the narrative around water from vulnerability to resilience and opportunity, the project aims to harness the power of stormwater as a catalyst for change. A tailored typology-based approach seeks to nurture a future where cities and water coexist harmoniously, protecting urban areas from flooding and fostering a more harmonious relationship between urban communities and the natural world. / Master of Science / Urban flooding, characterized by the inundation of urban streets, buildings, and infrastructure, arises when rainwater overwhelms drainage systems or water bodies overflow due to heavy rainfall or storms. It is a significant challenge faced by cities globally, leading to property damage, transportation disruptions, and risks to public safety. In response to the pressing issue of urban flooding, this project adopts a novel approach called "Hydro-Urbanism," emphasizing the interconnection between water and urban landscapes and aiming to transform how cities manage stormwater resources. Unlike traditional methods that view stormwater as a problem to be mitigated, Hydro-Urbanism recognizes stormwater as a valuable resource that can be harnessed for various purposes. It seeks to establish a symbiotic relationship between urban environments and water, wherein stormwater is managed strategically to mitigate flooding risks and enhance urban resilience while improving the quality of urban life. Amid rapid urbanization, exemplified vividly in cities like Hyderabad in the Telangana state of India, the balance between expanding urban sprawl and natural ecosystems has become increasingly fragile. Here, the challenge of managing stormwater looms large, threatening public safety, infrastructure integrity, and economic stability. Nevertheless, what if we could flip this narrative? What if stormwater could be a resource instead of being a menace? Focused on Hyderabad, a city at the crossroads of tradition and modernity, this project proposes a typology-based approach tailored to its unique urban fabric. By harnessing the potential of stormwater, the project aims to pave the way for a more resilient and adaptive urban future. Ultimately, the goal is to foster a harmonious coexistence between urban communities and stormwater resources, ensuring cities' long-term viability and well-being in the face of environmental uncertainties.