Urban runoff continues to impair water quality and there is an increasing need for stormwater management within the limited confines of urban spaces. We propose a system of structural soil and trees that can be incorporated beneath pavement. Structural soil has a high load-bearing capacity yet is engineered to support tree root growth. Stormwater is directed into a structural soil reservoir below the pavement where tree roots can also thrive. Two container experiments evaluated tree function in this system. We examined whether tree roots can grow into compacted subsoils and if root penetration increases soil infiltration rate. Quercus velutina, Acer rubrum, and a no-tree variant were planted in 26.5 L (7 gal) containers and the rootballs surrounded by compacted clay loam. Roots grew into all layers of the compacted soil. Infiltration rate increased by 63% (+/-2%) compared to no-tree containers. A second experiment evaluated water uptake and tree development in fluctuating water tables. Quercus bicolor and Fraxinus pennsylvanica were planted in 94.6 L (25 gal) containers with structural soils (either Stalite or CU® Structural Soil). Trees were subjected to fluctuating water tables simulating infiltration rates of 2, 1, and 0.1 cm/hr for two growing seasons. Trees thrived in all infiltration regimes but roots were shallower in slowly drained treatments. Trees grew best and transpired the highest water volume with moderate infiltration. Even if trees uptake only small volumes of water, increased canopy size compared to conventional plantings (because of greater penetrable soil volume) allows greater rainfall interception thus decreasing runoff. / Master of Science

Lau Wai Kee Albert. / "Architecture Department, Chinese University of Hong Kong, Master of Architecture Programme 2000-01, design report." / On double leaves. / Includes bibliographical references. / Chapter Chapter 1 --- Prologue --- p.1 / Definition of the unseen space --- p.2 / Unseen space in the city --- p.3 / Chapter Chapter 2 --- Justification of selected unseen space --- p.4 / Definition of nullah --- p.6 / Surface transformation of the nullah --- p.8 / People perception of the nullah --- p.10 / People perception of wastewater --- p.12 / Chapter Chapter 3 --- Justification of site selection --- p.15 / Site analysis --- p.18 / Transportation character --- p.22 / Chapter Chapter 4 --- Physical identity of nullah --- p.25 / Intrinsic meaning of nullah --- p.26 / Chapter Chapter 5 --- Philosophy of nullah --- p.30 / Concept --- p.34 / Project mission --- p.38 / Conceptual strategy --- p.39 / Chapter Chapter 7 --- Philosophical meaning of water --- p.46 / People perception to water --- p.50 / Basic concept in water space design --- p.52 / Chapter Chapter 8 --- Precedent study --- p.56 / Urban rivers --- p.57 / Local rivers --- p.66 / Chapter Chapter 9 --- Design ideas --- p.68 / Appendix / Water quality of Kai Tak nullah --- p.75 / Annual rainfall --- p.76 / "Interview with Dr. Chung, Dept. of Biology, CUHK" --- p.78 / Biblography --- p.80

Thesis (PhD)--Stellenbosch University, 2003. / ENGLISH ABSTRACT: The Plankenbrug River runs past the dense settlement of Kayamandi, on the outskirts of Stellenbosch. This site was chosen to study the impact of water pollution from formal and informal urban developments on water quality and associated health factors. Aims of the study: (1) To determine some basic epidemiological characteristics of the exposed population of Kayamandi, their sanitation problems and reasons for poor hygiene; (2) To determine the microbiological and chemical pollution load patterns in the Plankenbrug River over time; (3) To investigate the spectrum of organisms present in the river (other than the indicator E. coli) and their epidemiological implications for health; (4) To establish the possible presence of organisms resistant to chlorine or to antibiotics in the river below Kayamandi as indicators of environmental hazard. Methods: During the period 5 May 1998 to 10 February 2003 microbiological and chemical analyses have been carried out every 6 weeks on water samples obtained at various points along the Plankenbrug River. Two large surveys (n=2196 persons and n=3568 persons) of the community of Kayamandi have been undertaken and door-to-door education campaigns were carried out with the aid of trained community health workers. Results: Below Kayamandi the river contains dangerously high levels of faecal contamination and it constitutes a health hazard to all persons coming into contact with the water. Up to 13 million Escherichia coli per 100 ml water was recorded (cut-off level as indicator of human safety is 1000 organisms per 100 ml water). Not all the faecal contamination originated from Kayamandi. Substantial amounts of faecal contamination sporadically entered the river at different points below Kayamandi. The pollution load resulting from these intrusions were sometimes larger than that contributed by the whole of Kayamandi. Water samples below Kayamandi were screened to ascertain what other pathogens were present. Amongst the organisms were 0 haemolytic Streptococcus Group A and B, Mycobacterium intracellulare, Staphylococcus spp, Klebsiella spp., Pseudomonas spp. and many others. The list of pathogens found had such serious implications that a confidential health warning was sent out to health care centres and other affected organisations in the area. |3 haemolytic Streptococcus Group A has never before been reported as isolated in viable form from free-flowing natural waters. Signs of increased resistance to chorine were found in organisms isolated from the river water. There were also organisms showing signs of resistance to commonly used antibiotics. The E. coli organisms that survived various levels of chlorine treatment also showed increased resistance to amoxycillin when compared to untreated E. coli organisms sampled from the Plankenbrug River. During the community phase of the project in Kayamandi a reduction in the pollution levels occurred over the summers of 2000 and 2001 (note that "improved" does not yet mean "safe" by any means). This can be ascribed to the multi-pronged approach of the project. Attention was given to service and repair of sanitation facilities, a strong accent on door-todoor community education about better sanitation behaviour, creation of a central reporting point for blockages and breakages, and training of artisans (plumbers, bricklayers, etc) from the community to help with upkeep. The community showed encouraging signs of wanting better sanitation education. The improvement in pollution levels is however in danger of reverting back to the previous dangerous situation if better support and co-operation cannot be obtained from the relevant authorities. There were 16.9% of households who reported one or more cases of diarrhoea during the survey period (5 weeks) - a very high prevalence seeing that the survey was carried out during a wet and cold winter period. Conclusions: Active planning and other steps to cope with the sewage intrusions into the river should be instituted without delay. The water quality of the Plankenbrug River downstream from Kayamandi is extremely poor. The water constitutes a serious health hazard and a threat to downstream economic activities. The settlement of Kayamandi demonstrated that education, when coupled with maintenance and repairs of existing toilet facilities, can bring about a reduction in pollution loads, but that this should be an ongoing process and not be reduced to sporadic attempts. / AFRIKAANSE OPSOMMING: Die Plankenbrug Rivier vloei verby die digbewoonde nedersetting van Kayamandi aan die buitewyke van Stellenbosch. Hierdie plek is gekies as studie-area om die impak te bestudeer van waterbesoedeling wat van formele en informele dorpsontwikkeling afkomstig is, asook die geassosieerde gesondheidsfaktore. Doel van die studie: (1) Om sommige basiese epidemiologiese eienskappe van die blootgestelde populasie, hulle sanitasieprobleme en redes vir die swak higiene te bepaal; (2) Om die mikrobiologiese en chemiese besoedelingspatrone in die Plankenbrug Rivier oor tyd te bepaal; (3) Om die spektrum van organismes teenwoordig in die rivier (anders as E. coli) te bepaal asook hulle epidemiologiese implikasies op gesondheid; (4) Om vas te stel, as indikatore van omgewingsgevaar, of daar moontlik organismes teenwoordig is wat weerstandig is teen chloriene en antibiotika in die rivier onder Kayamandi. Metodes: Gedurende die afgelope vier jaar is mikrobiologiese en chemiese ontledings elke 6 weke uitgevoer van watermonsters wat van verskeie punte op die Palnkenbrug Rivier verkry is. Twee groot opnames is in die gemeenskap van Kayamandi ondemeem (n=2196 persone en n=3568 persone) en deur-tot-deur opvoedingsveldtogte is uitgevoer met die hulp van plaaslik opgeleide gemeenskapsgesondheidswerkers. Resultate: Onder Kayamandi bevat die rivier gevaarlike vlakke van fekale besoedeling en dit hou gesondheidsgevare in vir alle persone war daarmee in aanraking kom. Op tot 13 miljoen Escherichia coli per 100 ml water is genoteer (boonste grens van veiligheid vir die mens is 1000 organismes per 100 ml water). Nie al die fekale kontaminasie is afkomstig van Kayamandi nie. Substansiele hoeveelhede kontaminasie dring die rivier binne op verskillende punte ver onder Kayamandi. Hierdie besoedelingslading is soms groter as wat van die hele Kayamandi afkomstig is. Watermonsters geneem onder Kayamandi is ondersoek om vas te stel watter ander siekteveroorsakende organismes ook teenwoordig was. Onder die organismes gevind was (3 hemolitiese Streptococcus Groep A en B, Mycobacterium intracellulare, Staphylococcus spp., Klebsiella spp., Pseudomonas spp. en baie ander. Die lys van patogene wat gevind is, het sulke emstige implikasies dat 'n vertroulike gesondheidswaarskuwing uitgestuur is na gesondheidsdienspunte en ander geaffekteerde organisasies in die gebied. (3 hemolitiese Streptococcus Groep B is nog nie vantevore aangemeld as lewensvatbaar geisoleer uit vryvloeiende natuurlike waters nie. Tekens is gevind dat daar organismes in die rivier voorkom wat weerstandig is teen chloorbehandeling en ook teen algemeen gebruikte antibiotika. Die E. coli organisme wat verskillende konsentrasies van chloorbehandeling oorleeef het, het ook verhoogde weerstand teen amoksisilien getoon wanneer hulle vergelyk was met onbehandelde E. coli organisme wat van die Plankenbrug Rivier gemonster was. Gedurende die gemeenskapsfase van die projek is daar 'n verlaging van besoedelingsvlakke in die rivier gevind gedurende die somers van 2000 en 2001 (let op dat "verbetering" hier nog glad nie "veilig" beteken nie). Dit kan toegeskryf word aan die veelvlakkige benadering wat die projek gevolg het. Aandag is geskenk aan diens en herstel van sanitasiegeriewe met 'n sterk klem op deur-tot-deur opvoedingsveldtogte met die oog op beter sanitasiegedrag, skepping van 'n sentrale aanmeldpunt vir blokkasies en brekasies, en opleiding van ambagslui (loodgieters, messelaars, ens) uit die gemeenskap om te help met onderhoud. Die gemeenskap het bemoedigende tekens getoon dat hulle beter sanitasie opvoeding verlang. Die verbetering in die besoedelingsvlakke in die rivier loop egter gevaar om terug te val na die vorige gevaarlike vlakke as daar nie beter ondersteuning en samewerking van die onderhawige owerhede verkry kan word nie. Daar was 16.9% van huishoudings wat een of meer gevalle van diarree aangemeld het gedurende die 5 weke van die opnameperiode - 'n baie hoe prevalensie siende dat die opname uitgevoer was gedurende 'n nat en koue winterperiode. Gevolgtrekkings: Aktiewe beplanning en ander stappe om die riool-indringing in die rivier die hoof te bied is gebiedend noodsaaklik en behoort sonder versuim ingestel te word. Die waterkwaliteit van die Plankenbrug Rivier stroomaf van Kayamandi is baie swak. Die water hou emstige gesondheidsgevare in en is ook 'n bedreiging vir die ekonomiese aktiwiteite stroomaf. Die nedersetting van Kayamandi demonstreer ook dat opvoeding, wanneer gekoppel aan onderhoud en herstel van bestaande toiletgeriewe in verlaging teweeg kan bring van besoedelingsvlakke, maar dat dit 'n voortgesette program moet wees en nie net sporadiese pogings nie.

Particles mobilized by stormwater negatively affect receiving surface waters. Stormwater best management practices (BMPs) can reduce solids along with associated pollutants in runoff but engineers and environmental managers have been long vexed by the problem of choosing the optimal BMP for a given situation. A common BMP process for solids removal is sedimentation. This thesis addresses the question of whether the effectiveness (and thus choice) of a sedimentation device can be estimated (and thus optimized) from the particle size properties of runoff, which, in turn, could be associated with specific runoff zones or land uses. Presented here is a series of experiments to determine the solids-removal capabilities of a manufactured oil-water separator that also removes solids via sedimentation. A statistical model developed from the experimental data shows that, under normal operating conditions, influent particle size can be used to accurately estimate effluent total suspended solids (TSS) for BMPs of this type. Relationships between particle size and particle-bound metal concentrations for Cu, Zn and Pb were then obtained from the literature and incorporated into the model to allow estimates of metal removal efficiencies based on TSS and PSD. The model can be used with an arbitrary particle size distribution (PSD); this allows effluent quality predictions to be made considering that particle sizes entering stormwater BMPs could vary due to anthropogenic, hydraulic or hydrologic factors. To place these experimental and modeling results in the context of an urban environment, samples of deposited stormwater solids were collected from residential areas, commercial areas and an industrial zone in Portland, Oregon, and the PSD of each sample was determined using light obstruction particle sizing. PSDs ranging over sizes from 3μm to 200μm vary among these locations. Areas with high anthropogenic impact were found to have PSDs skewed toward the smallest particle sizes. The statistical model developed here was then used to show that the effluent quality of the BMP tested would differ depending on the locations where solids were collected. The evidence presented in this thesis thus indicates that device performance will correlate with geographic locations or land use zone and validates further investigation into delineating the City of Portland's characteristic runoff zones and using the runoff characteristics of each zone to map it to the most desirable treatment practices.

From the Proceedings of the 1973 Meetings of the Arizona Section - American Water Resources Assn. and the Hydrology Section - Arizona Academy of Science - May 4-5, 1973, Tucson, Arizona / Hydrologic data collected from three small urban watersheds and one rural watershed were analyzed for the purpose of investigating the effect of urbanization on runoff. A procedure developed by the Soil Conservation Service was used to explain the relationship between the amount of rainfall and runoff. It was noted that the runoff curve number, a parameter of the method, increased as the percentage of impervious area increased. Also, there was evidence that a linear relationship existed between the runoff volume and its corresponding peak rate.

From the Proceedings of the 1978 Meetings of the Arizona Section - American Water Resources Assn. and the Hydrology Section - Arizona Academy of Science - April 14-15, 1978, Flagstaff, Arizona / The relationships between the separate disciplines of hydrology and law are analysed in this study into how water law and its strictures may impose upon the development of urban runoff in the metropolitan Tucson area. Brief descriptions of the doctrine of appropriation, diffuse surface waters and developed waters are presented to illustrate the complexities of the problem of urban runoff development. It is suggested that planners must not only be aware of the legal issues involved but also must understand the philosophy and principles of water law.

Thesis (M. En.)--Miami University, Institute of Environmental Sciences, 2005. / Title from first page of PDF document. Document formatted into pages; contains [1], v, 101 p. : ill. Includes bibliographical references (p. 63-64).

Bibliography :leaves 158-171. A monitoring program, funded by the South Australian government (through the former MFP Development Corporation), was established to monitor the quality and quantity of storm water entering and leaving the wetland. This study formed part of the funded program. Simple regression models were developed; and will assist in the monitoring of performance of the wetland to alleviate the pollutant load into the Barker Inlet.

Stormwater Management (SWM) or Best management practices (BMPs) treat the stormwater runoff that carries pollutants. Pollutants in the waters and in the stormwater, negatively impact the environment, the ecology, and natural resources. Stormwater Control Measures (SCM) are used in different projects to improve water quality and quantity. This thesis aims to understand the connection between SWMs, the economy, and environmental sustainability. This thesis evaluates the cost-effectiveness of SWMs in Mediterranean climates. The research aims to guide the next project managers to choose better SWMs based on cost-effectiveness, socio-economic, and environmental implications. Various studies suggest that the terms SWM, SWM, and SCM are used interchangeably. The research methodology uses a mix of qualitative and quantitative data analysis The research was conducted in Los Angeles at the request of UCLA. Therefore, it focused on water quality improvement projects in Los Angeles. The costs for the projects, areas, and whatSWMs are used will be acquired through data gathering and personal communication with experts. This thesis compares several projects which include different SWMs. It calculates the cost-effectiveness with two different methods, firstly, the cost per drainage area, and secondly, the cost per pollutant removed. Data is gathered from the city of LA and other secondary data sources to calculate the cost-effectiveness. The calculation results showed that the Glenoaksproject and the Machado lake project were the most cost-effective. Glenoaks utilizes infiltration wells and grass swales, and the Machado lake is a large wetland. Based upon these facts, generally, wetlands and grass swales can be recommended for Mediterranean climates. The expensive total costs of SWMs or their inability to remove pollutants can strongly affect the cost-effectiveness of some projects, and produce a negative impact on the economy. Quantitative assessment of study investigates cost-effectiveness of SWMs and for highlighting its economic impact. For qualitative assessment thematic analysis of 14 sample studies related to stormwater management (SWM) was carried out. Findings reveal that 78% of sample studies reflect the themes associated with the positive economic impact of SWMs. Additionally, the sample studies confirm a 76% positive impact of SWMs on the environment and ecology of the region. Further research with better data and more accurate calculations are needed. It would be beneficial if other factors such as recreation and unquantifiable factors such as the aesthetic improvements and community benefits were incorporated into or considered together with the cost-effectiveness for future projects.

Includes list of publications issued during the candidature. / Bibliography: leaves 176-197. / iii, ix, 197, [22] leaves : ill., maps ; 30 cm. / Title page, contents and abstract only. The complete thesis in print form is available from the University Library. / Phosphorus retention was measured in five pilot-scaled constructed wetlands with different configurations in terms of macrophyte species and substrates in order to evaluate the phosphorus removal efficiency of water plants and substrates in experimental ponds; assess the contribution of macrophytes to phosphorus removal through direct uptake, modification of water chemistry and impacts on the phosphorus adsorption characteristics of substrate; and, contribute to the optimal design and operation of constructed wetlands for the treatment of agricultural drainage water. / Thesis (Ph.D.)--University of Adelaide, Dept. of Soil and Water, 2002?