Water Quality Variability in a Bioswell and Concrete Drainage Pipe, Southwest Lincoln, Nebraska

Abstract The goal of this project is to evaluate the effectiveness of bioswells in protecting water quality from urban runoff. The hypothesis tested in this project is that water in bioswells improves water quality. Water quality in both a bioswell and an underground concrete lined ditch, both containing ground and surface water, were tested for certain water quality parameters. These parameters consisted of: Dissolved Oxygen, pH, water temperature, weather temperature, Total Dissolved Solids, Specific Conductivity, Alkalinity, Total Dissolved Carbon, Chemical Oxygen Demand, and depth and width of the sampling site. An additional contaminant that was looked at was motor oil. This was measured by comparing Total Organic Carbon with Chemical Oxygen Demand. A variety of different methods to measure the water quality parameters were utilized. The concrete site had more stable readings, but much higher water temperatures. However, the bioswell water is mainly from surface water runoff, and the underground concrete lined pipe is from underground water, so the two cannot be directly compared. The bioswell had high readings, especially pertaining to Oxygen Demand, Total Organic Carbon, and Specific Conductivity in early test dates. But, these readings improved as they were filtered though the bioswell. As plant activity increased and the weather began to warm up there were more stable readings. It is concluded that bioswells are an effective way to reduce problems associated with urban runoff pertaining to certain water quality parameters.

Restoration of forest wetlands: Case studies in Michigan and Finland

Forested wetlands throughout the world are valuable habitats; especially in relatively species-poor northern regions, they can be considered biological hotspots. Unfortunately, these areas have been degraded and destroyed. In recent years, however, the biological importance of wetlands has been increasingly recognized, resulting in the desire to restore disturbed habitats or create in place of destroyed ones. Restoration work is taking place across the globe in a diversity of wetland types, and research must be conducted to determine successful techniques. As a result, two studies of the effects of wetland restoration and creation were conducted in forested wetlands in northern Michigan and southern Finland. In North America, northern white-cedar wetlands have been declining in area, despite attempts to regenerate them. Improved methods for successfully establishing northern white-cedar are needed; as a result, the target of the first study was to determine if creating microtopography could be beneficial for white-cedar recruitment and growth. In northern Europe, spruce swamp forests have become a threatened ecosystem due to extensive drainage for forestry. As part of the restoration of these habitats, i.e. rewetting through ditch blocking, Sphagnum mosses are considered to be a critical element to re-establish, and an in-depth analysis of how Sphagnum is responding to restoration in spruce swamp forests has not been previously done. As a result, the aim of the second study was to investigate the ecophysiological functioning of Sphagnum and feather mosses across a gradient of pristine, drained, and restored boreal spruce swamp forests.

Formación de microrelieves y procesos de remoción en masa en la subcuenca del río Las Juntas Ambato, Catamarca

El suelo es un recurso vital que está sometido en la actualidad a una presión cada vez mayor. Cuando el ser humano aparece sobre la superficie terrestre modifica las condiciones que el medio le ofrece ante la necesidad de adaptarse y utilizar las mismas. Esa transformación del espacio geográfico se da mediante la práctica de actividades económicas consistentes en la explotación de los recursos naturales. Prácticas inadecuadas en el manejo de los mismos que han provocado alteraciones desmedidas en la naturaleza con consecuencias irreparables en los ecosistemas. Cuando las tierras de uso pastoril son utilizadas mediante explotaciones extensivas, en campos abiertos o grandes potreros, el control del impacto del pastoreo es limitado. Frecuentemente los impactos de apacentamiento intenso y continuo producen alteraciones o degradaciones importantes tanto en la composición botánica y en la productividad de la vegetación, como en la estabilidad y protección de los suelos. La propuesta de esta investigación es caracterizar dos formas muy preocupantes de deterioro de los suelos, en la subcuenca del río Las Juntas, en el faldeo oriental de la sierra Ambato – Manchao, en la provincia de Catamarca. Buena parte del territorio está afectado en alguna medida por degradación física que se evidencia en dos formas: la primera y más aguda, es la remoción en masa de terrenos con la consecuente formación de cárcavas, y la segunda ‐ menos evidente y de tipo crónico ‐ es la erosión del tipo “terraceta por pisoteo", que se genera por el tránsito permanente del ganado en las laderas.

La infraestructura hidráulica y la gestión del agua en los regadíos tradicionales en la Vega Baja del Segura (Alicante)

La agricultura tradicional de la comarca de la Vega Baja del Segura se asienta sobre la llanura aluvial creada por el río a lo largo de la historia. Cuenta con una superficie regable de unos 190 km2 que se nutre con recursos propios de la cuenca del río Segura. Las aguas son desviadas del río mediante azudes y distribuidas, por simple gravedad, a través de un complejo sistema de acueductos, acequias y azarbes, que configuran sendas redes de aguas vivas y de aguas muertas, permitiendo la reutilización de las aguas. El presente trabajo tiene por finalidad el estudio de las infraestructuras hidráulicas y su papel en la gestión de los recursos hídricos para el riego en la comarca de la Vega Baja del Segura. A tal fin, se ha consultado la bibliografía y recabado información en diferentes juzgados de aguas, sindicatos de riego y comunidades de regantes, complementándose todo ello con visitas de campo para la toma de datos e imágenes. Los resultados obtenidos muestran una gestión eficiente de los escasos recursos hídricos disponibles y un aprovechamiento óptimo de los mismos, en cuanto que, al final, el sistema cede sus aguas sobrantes a otros regadíos para ser reutilizadas.

Azudes y acueductos del sistema de riego tradicional de la Vega Baja del Segura (Alicante, España)

En el presente trabajo se describen y analizan las principales obras hidráulicas del sistema de riego tradicional de la comarca de la Vega Baja del Segura, concretamente, los azudes y los acueductos. Los azudes de toma, construidos en el cauce del río Segura, representan el inicio del sistema, desde donde parte una extensa y compleja red de acueductos constituida por acequias y azarbes, como elementos fundamentales, que distribuyen el agua para el regadío. En este estudio se ha llevado a cabo una amplia y profunda investigación documental, tomado datos de campo y captado imágenes in situ que, junto con los diagramas aportados, resultan imprescindibles para comprender la magnitud del sistema. Los resultados obtenidos han servido no sólo para catalogar y caracterizar los elementos que integran el sistema hidráulico del regadío tradicional de la Vega Baja del Segura, sino también para poner de manifiesto un ejemplo real de optimización de recursos hídricos en una zona del sureste peninsular español de escasa e irregular pluviometría. Asimismo, el estudio efectuado revela un sistema de riego sumamente eficiente desde un punto de vista cuantitativo y no tanto desde el cualitativo, debido a la presencia, entre otros contaminantes, de altas concentraciones de sales.

Willamette River Basin, Oregon: bank protection and channel improvement. Fiscal year 1965.

At head of title: Design memorandum, Bank protection and channel improvement, Willamette, North and South Santiam Rivers: Centennial Island, Porter, Harrisburg Railroad bridge, upstream extenstion, Koon, Maclay Place downstream extension, Sidney Ditch and Lower Bryant locations.

Update : New Jersey Zinc/Mobil Chemical Superfund Site, DePue, Illinois = U ltimos acontecimientos : Sitio Superfund New Jersey Zinc/Mobil Chemical, Depue, Illinois.

The potentially responsible parties (PRPs) have removed the beaver dams and have collected the sediment samples they need for treatability studies. The treatability studies will establish the correct silt fence to minimize releases of sediment during the actual dredging to occur this fall. The studies will also determine the types and amounts of materials (lime, kiln dust, fly ash, etc.) required to stabilize the sediment, chemically tie up the metals and insure the sediment mixture will bear the weight of the cap on the Interim Storage Cell where the sediment will be placed. The Illinois Environmental Protection Agency (Illinois EPA) anticipates work to be completed by late fall or early winter 2004, if lake and river levels that affect the South Ditch are at their normal seasonal levels.

Michigan Stadium Construction 1927

[Drainage Ditch, south end zone ]

Iwo Jima Photo Album, Image 41

A Japanese tank and bicycle in an anti-tank ditch, with destroyed fortifications in the background. Caption; "Japanese Lt. Tank in anti-tank ditch."

Modelling of wastewater treatment plants:how far shall we go with sophisticated modelling tools?

Several levels of complexity are available for modelling of wastewater treatment plants. Modelling local effects rely on computational fluid dynamics (CFD) approaches whereas activated sludge models (ASM) represent the global methodology. By applying both modelling approaches to pilot plant and full scale systems, this paper evaluates the value of each method and especially their potential combination. Model structure identification for ASM is discussed based on a full-scale closed loop oxidation ditch modelling. It is illustrated how and for what circumstances information obtained via CFD (computational fluid dynamics) analysis, residence time distribution (RTD) and other experimental means can be used. Furthermore, CFD analysis of the multiphase flow mechanisms is employed to obtain a correct description of the oxygenation capacity of the system studied, including an easy implementation of this information in the classical ASM modelling (e.g. oxygen transfer). The combination of CFD and activated sludge modelling of wastewater treatment processes is applied to three reactor configurations, a perfectly mixed reactor, a pilot scale activated sludge basin (ASB) and a real scale ASB. The application of the biological models to the CFD model is validated against experimentation for the pilot scale ASB and against a classical global ASM model response. A first step in the evaluation of the potential of the combined CFD-ASM model is performed using a full scale oxidation ditch system as testing scenario.

Predicting the effect of mixing on oxygen transfer and nutrient removal in activated sludge basins

Activated sludge basins (ASBs) are a key-step in wastewater treatment processes that are used to eliminate biodegradable pollution from the water discharged to the natural environment. Bacteria found in the activated sludge consume and assimilate nutrients such as carbon, nitrogen and phosphorous under specific environmental conditions. However, applying the appropriate agitation and aeration regimes to supply the environmental conditions to promote the growth of the bacteria is not easy. The agitation and aeration regimes that are applied to activated sludge basins have a strong influence on the efficacy of wastewater treatment processes. The major aims of agitation by submersible mixers are to improve the contact between biomass and wastewater and the prevention of biomass settling. They induce a horizontal flow in the oxidation ditch, which can be quantified by the mean horizontal velocity. Mean values of 0.3-0.35 m s-1 are recommended as a design criteria to ensure best conditions for mixing and aeration (Da Silva, 1994). To give circulation velocities of this order of magnitude, the positioning and types of mixers are chosen from the plant constructors' experience and the suppliers' data for the impellers. Some case studies of existing plants have shown that measured velocities were not in the range that was specified in the plant design. This illustrates that there is still a need for design and diagnosis approach to improve process reliability by eliminating or reducing the number of short circuits, dead zones, zones of inefficient mixing and poor aeration. The objective of the aeration is to facilitate the quick degradation of pollutants by bacterial growth. To achieve these objectives a wastewater treatment plant must be adequately aerated; thus resulting in 60-80% of all energetic consummation being dedicated to the aeration alone (Juspin and Vasel, 2000). An earlier study (Gillot et al., 1997) has illustrated the influence that hydrodynamics have on the aeration performance as measure by the oxygen transfer coefficient. Therefore, optimising the agitation and aeration systems can enhance the oxygen transfer coefficient and consequently reduce the operating costs of the wastewater treatment plant. It is critically important to correctly estimate the mass transfer coefficient as any errors could result in the simulations of biological activity not being physically representative. Therefore, the transfer process was rigorously examined in several different types of process equipment to determine the impact that different hydrodynamic regimes and liquid-side film transfer coefficients have on the gas phase and the mass transfer of oxygen. To model the biological activity occurring in ASBs, several generic biochemical reaction models have been developed to characterise different biochemical reaction processes that are known as Activated Sludge Models, ASM (Henze et al., 2000). The ASM1 protocol was selected to characterise the impact of aeration on the bacteria consuming and assimilating ammonia and nitrate in the wastewater. However, one drawback of ASM protocols is that the hydrodynamics are assumed to be uniform by the use of perfectly mixed, plug flow reactors or as a number of perfectly mixed reactors in series. This makes it very difficult to identify the influence of mixing and aeration on oxygen mass transfer and biological activity. Therefore, to account for the impact of local gas-liquid mixing regime on the biochemical activity Computational Fluid Dynamics (CFD) was used by applying the individual ASM1 reaction equations as the source terms to a number of scalar equations. Thus, the application of ASM1 to CFD (FLUENT) enabled the investigation of the oxygen transfer efficiency and the carbon & nitrogen biological removal in pilot (7.5 cubic metres) and plant scale (6000 cubic metres) ASBs. Both studies have been used to validate the effect that the hydrodynamic regime has on oxygen mass transfer (the circulation velocity and mass transfer coefficient) and the effect that this had on the biological activity on pollutants such as ammonia and nitrate (Cartland Glover et al., 2005). The work presented here is one part to of an overall approach for improving the understanding of ASBs and the impact that they have in terms of the hydraulic and biological performance on the overall wastewater treatment process. References CARTLAND GLOVER G., PRINTEMPS C., ESSEMIANI K., MEINHOLD J., (2005) Modelling of wastewater treatment plants ? How far shall we go with sophisticated modelling tools? 3rd IWA Leading-Edge Conference & Exhibition on Water and Wastewater Treatment Technologies, 6-8 June 2005, Sapporo, Japan DA SILVA G. (1994). Eléments d'optimisation du transfert d'oxygène par fines bulles et agitateur séparé en chenal d'oxydation. PhD Thesis. CEMAGREF Antony ? France. GILLOT S., DERONZIER G., HEDUIT A. (1997). Oxygen transfer under process conditions in an oxidation ditch equipped with fine bubble diffusers and slow speed mixers. WEFTEC, Chicago, USA. HENZE M., GUJER W., MINO T., van LOOSDRECHT M., (2000). Activated Sludge Models ASM1, ASM2, ASM2D and ASM3, Scientific and Technical Report No. 9. IWA Publishing, London, UK. JUSPIN H., VASEL J.-L. (2000). Influence of hydrodynamics on oxygen transfer in the activated sludge process. IWA, Paris - France.

Caractérisation des interactions établies par la région riche en prolines de la ligase de l’ubiquitine Itch.

Itch est un membre de la famille des ligases de l’ubiquitine de type CWH (C2-WW- HECT) impliqué dans le contrôle de la signalisation inflammatoire, des facteurs de transcription et le tri des récepteurs membranaires. La fonction d’Itch implique généralement sa capacité à induire la dégradation de ses substrats. Pour accomplir cette fonction, Itch doit d’abord interagir avec ses cibles. Itch possède quatre domaines WW lui permettant d’accomplir la majorité de ses fonctions. En plus de ces domaines, Itch possède une PRR (région riche en prolines) unique parmi les ligases CWH. Cette région est bien conservée chez les vertébrés, ce qui suggère son importance. Cette région permet à Itch d’interagir avec des protéines contenant un domaine SH3 (Src homology 3). Plusieurs partenaires SH3 furent identifiés, cependant l’on connait peu de choses concernant la fonction et l’établissement de ces complexes. Dans ce projet, nous avons analysé les propriétés de liaison d’un sous-groupe de protéines à domaine SH3 impliquées dans l’endocytose et la signalisation cellulaire. Nos travaux ont permis d’identifier de nouveaux partenaires et aussi de déterminer que différents domaines SH3 ciblent la même région riche en prolines, mais impliquent des résidus distincts. Ces résultats démontrent la variété des propriétés de liaison démontrées par la PRR d’Itch et sa préférence marquée pour l’Endophiline. Parmi les partenaires identifiés, Grb2 (Growth factor receptor-bound protein 2) est particulièrement intéressant en raison de son rôle crucial dans la signalisation cellulaire. Nous avons démontré ici qu’Itch ubiquityle Grb2, mais ne cause pas sa dégradation, contrairement à l’Endophiline. Nos travaux démontrent que la PRR d’Itch est versatile quant à ses interactions et leurs conséquences.

Development of an Economic Dust Palliative for Limestone Surfaced Secondary Roads, HR-297, Progress Report, 1988

Research activities during this period concentrated on continuation of field and laboratory testing for the Dallas County test road. Stationary ditch collection of dust was eliminated because of inconsistent data, and because of vandalism to collectors. Braking tests were developed and initiated to evaluate the influence of treatments on braking and safety characteristics of the test sections. Dust testing was initiated for out of the wheelpath conditions as well as in the wheelpath. Contrary to the results obtained during the summer and fall of 1987, the 1.5 percent bentonite treatment appears to be outperforming the other bentonite treated sections after over a year of service. Overall dust reduction appears to average between 25 to 35 percent. Dallas County applied 300 tons per mile of class A roadstone maintenance surfacing to the test road in August 1988. Test data indicates that the bentonite is capable of interacting and functioning to reduce dust generation of the new surfacing material. Again, the 1.5 percent bentonite treatment appeared the most effective. The fine particulate bonding and aggregation mechanism of the bentonite appears recoverable from the environmental effects of winter, and from alternating wet and dry road surface conditions. The magnesium chloride treatment appears capable of long-term (over one year) dust reduction and exhibited an overall average reduction in the range of 15 to 30 percent. The magnesium chloride treatment also appears capable of interacting with newly applied crushed stone to reduce dust generation. Two additional one mile test roads were to have been constructed early this year. Due to an extremely dry spring and summer, construction scheduling was not possible until August. This would have allowed only minimal data collection. Considering this and the fact that this was an atypically dry summer, it was our opinion that it would be in the best interest of the research project to extend the project (at no additional cost) for a period of one year. The two additional test roads will be constructed in early spring 1989 in Adair and Marion counties.

Caractérisation des interactions établies par la région riche en prolines de la ligase de l’ubiquitine Itch

Itch est un membre de la famille des ligases de l’ubiquitine de type CWH (C2-WW- HECT) impliqué dans le contrôle de la signalisation inflammatoire, des facteurs de transcription et le tri des récepteurs membranaires. La fonction d’Itch implique généralement sa capacité à induire la dégradation de ses substrats. Pour accomplir cette fonction, Itch doit d’abord interagir avec ses cibles. Itch possède quatre domaines WW lui permettant d’accomplir la majorité de ses fonctions. En plus de ces domaines, Itch possède une PRR (région riche en prolines) unique parmi les ligases CWH. Cette région est bien conservée chez les vertébrés, ce qui suggère son importance. Cette région permet à Itch d’interagir avec des protéines contenant un domaine SH3 (Src homology 3). Plusieurs partenaires SH3 furent identifiés, cependant l’on connait peu de choses concernant la fonction et l’établissement de ces complexes. Dans ce projet, nous avons analysé les propriétés de liaison d’un sous-groupe de protéines à domaine SH3 impliquées dans l’endocytose et la signalisation cellulaire. Nos travaux ont permis d’identifier de nouveaux partenaires et aussi de déterminer que différents domaines SH3 ciblent la même région riche en prolines, mais impliquent des résidus distincts. Ces résultats démontrent la variété des propriétés de liaison démontrées par la PRR d’Itch et sa préférence marquée pour l’Endophiline. Parmi les partenaires identifiés, Grb2 (Growth factor receptor-bound protein 2) est particulièrement intéressant en raison de son rôle crucial dans la signalisation cellulaire. Nous avons démontré ici qu’Itch ubiquityle Grb2, mais ne cause pas sa dégradation, contrairement à l’Endophiline. Nos travaux démontrent que la PRR d’Itch est versatile quant à ses interactions et leurs conséquences.