DYNAMICS AND CONTROL OF REACTIVE DISTILLATION PROCESS FOR MONOMER SYNTHESIS OF POLYCARBONATE PLANTS

Polycarbonate (PC) is an important engineering thermoplastic that is currently produced in large industrial scale using bisphenol A and monomers such as phosgene. Since phosgene is highly toxic, a non-phosgene approach using diphenyl carbonate (DPC) as an alternative monomer, as developed by Asahi Corporation of Japan, is a significantly more environmentally friendly alternative. Other advantages include the use of CO2 instead of CO as raw material and the elimination of major waste water production. However, for the production of DPC to be economically viable, reactive-distillation units are needed to obtain the necessary yields by shifting the reaction-equilibrium to the desired products and separating the products at the point where the equilibrium reaction occurs. In the field of chemical reaction engineering, there are many reactions that are suffering from the low equilibrium constant. The main goal of this research is to determine the optimal process needed to shift the reactions by using appropriate control strategies of the reactive distillation system. An extensive dynamic mathematical model has been developed to help us investigate different control and processing strategies of the reactive distillation units to increase the production of DPC. The high-fidelity dynamic models include extensive thermodynamic and reaction-kinetics models while incorporating the necessary mass and energy balance of the various stages of the reactive distillation units. The study presented in this document shows the possibility of producing DPC via one reactive distillation instead of the conventional two-column, with a production rate of 16.75 tons/h corresponding to start reactants materials of 74.69 tons/h of Phenol and 35.75 tons/h of Dimethyl Carbonate. This represents a threefold increase over the projected production rate given in the literature based on a two-column configuration. In addition, the purity of the DPC produced could reach levels as high as 99.5% with the effective use of controls. These studies are based on simulation done using high-fidelity dynamic models.

Monitoreo de parásitos patógenos en afluentes agroindustriales

Las aguas residuales son potenciales portadoras de enteroparásitos patógenos para el hombre cuya dosis infectiva puede ser mínima y prolongado el tiempo de sobrevivencia de huevos y quistes en el ambiente. La reglamentación limita la presencia de huevos de helmintos y, hasta el año 2000, no proponía una técnica para su detección. Este trabajo se realizó para caracterizar parasitológicamente los efluentes procedentes de agroindustrias. La capacitación en la identificación microscópica demandó la confección de fichas que describen las características de huevos de helmintos. Se efectuaron ensayos con muestras de bodegas y aceiteras en los puntos detectados de contaminación. Los métodos fueron adaptados a las particularidades de los efluentes. Los resultados no señalaron presencia de helmintos; no obstante, se hallaron Cyclospora e Isospora, protozoarios que, por su alto poder infectivo, también constituyen un riesgo para el hombre. Sin embargo, no están contemplados por la legislación. Respecto a helmintos, es necesario un estudio comparativo de las técnicas de detección para efluentes agroindustriales, con el fin de establecer las que optimicen su recuperación. En cuanto a otras especies es preciso continuar investigando su presencia para evaluar la conveniencia de incorporarlas a la reglamentación.

Potencial de obtención de bioetanol a partir de topinambur (Helianthus tuberosus L.) regado con aguas residuales urbanas

Helianthus tuberosus L. presenta potencial para producir etanol, sustituto de la nafta, y que deberá incorporarse a la misma en un 5% a partir del 2010 en Argentina. Hay antecedentes que señalan que a partir de 50 toneladas de tubérculos pueden obtenerse 4500 l de etanol. En este trabajo se comparó el rendimiento de dos variedades de topinambur regado con agua residual urbana o cloacal (AC) y agua subterránea (AS). El ensayo se realizó en la planta de tratamiento de agua cloacal de Obras Sanitarias Mendoza en el Departamento Tunuyán (33°32’89’’ S y 69°00’80’’ O), Mendoza, Argentina. El potencial para producir bioetanol se estimó a partir de la cantidad de hidratos de carbono fermentables en los tubérculos. El rendimiento de tubérculos presentó diferencias entre los tratamientos de riego, siendo de 177750 kg/ha en AC y de 144000 kg/ha en AS. La estimación del potencial para producir etanol generó un valor de 15000 l de alcohol en las parcelas regadas con AC y 13000 l en las regadas con AS. Para obtener 1 l de alcohol a partir de los tubérculos serían necesarios alrededor de 11 kg, relacionado con un valor de sólidos solubles de 16% en los mismos.

Uso de aguas residuales urbanas en el riego de colza (Brassica napus L.) con destino a biocombustible

El aceite de colza es comestible pero también puede utilizarse en la producción de biodiesel. Cuando el destino es el energético, el cultivo puede regarse con aguas residuales urbanas o cloacales. La mayor proporción del uso de éstas en el mundo ocurre en regiones áridas donde otras fuentes de agua son escasas, situación que se plantea en los oasis irrigados de Mendoza. En este trabajo se comparó el rendimiento de un cultivar invernal de colza regado con agua cloacal (AC) y agua subterránea (AS), y su potencial para producir biodiesel. La experiencia se llevó a cabo en una planta de tratamiento de agua cloacal de Obras Sanitarias en el departamento Tunuyán (33° 32’ 89’’ S; 69° 00’ 80’’ O; 859 m snm). El rendimiento de semilla de AC fue significativamente mayor que el de AS (7690 y 3886 kg/ha, respectivamente). La cantidad de biodiesel factible de producir por cada hectárea de cultivo asciende a 2800 kg en el tratamiento AC y a 1400 kg en AS. El uso de aguas residuales urbanas genera un nicho interesante para la producción de biocombustibles, utilizando un recurso hídrico con limitaciones para producir alimentos.

Efecto de la densidad de plantación sobre el rendimiento de topinambur (Helianthus tuberosus L.) regado con aguas residuales urbanas

Helianthus tuberosus L. produce tubérculos ricos en hidratos de carbono fermentables que pueden ser usados para producir etanol. Para el destino energético el cultivo puede ser regado con aguas residuales urbanas. La densidad poblacional en un cultivo de topinambur afecta los parámetros de crecimiento y rendimiento. Se evaluó el efecto de la densidad de plantación sobre el rendimiento de tubérculos. Se compararon 6 tratamientos de densidad, combinando 2 espaciamientos entre hileras (0,70 y 0,80 m) y 3 espaciamientos entre plantas en la hilera (0,30; 0,40 y 0,50 m), generando stands desde las 25.000 a 47.600 plantas/ha. Se presentaron los mayores rendimientos con distancias entre plantas en la hilera de 0,30 ó 0,40 m; no se presentaron diferencias en respuesta a la distancia entre hileras. Los componentes del rendimiento (rendimiento de tubérculos por planta, número de tubérculos por planta y tamaño medio de los tubérculos) respondieron a cambios en la densidad generados por la distancias entre plantas y fueron indiferentes a la variación de distancia entre hileras. La altura de las plantas, el número de tallos principales, el porcentaje de MS y de SS en los tubérculos no se modificaron ante variaciones de densidad.

Calibration of tracer concentration measurement and results

A reliable assessment of relevant substance flows is very important for environmental risk assessments and efficiency analysis of measures to reduce or avoid emissions of micropollutants like drugs to water systems. Accordingly, a detailed preparation of monitoring campaigns should include an accuracy check for the sampling configuration to prove the reliability of the monitoring results and the subsequent data processing. The accuracy of substance flow analyses is expected to be particularly weak for substances having high short-term variations of concentrations in sewage. This is especially the case linked to the observation of substance flows close to source in waste water systems. The verification of a monitoring configuration in a hospital sewer in Luxembourg is in the centre of interest of the case study presented here. A tracer test in the sewer system under observation is an essential element of the suggested accuracy check and provides valuable information for an uncertainty analysis. The results illustrate the importance of accuracy checks as an essential element of the preparation of monitoring campaigns. Moreover the study shows that continuous flow proportional sampling enables a representative observation of short-term peak loads of the iodinated x-ray contrast media iobitridol close to source.

Plankton biomass in the Mamala Basin (Oahu Island, Hawaii Islands) under antropogenic influence in August-September of 2002-2004

Anthropogenic impact on biomass of coastal plankton communities caused by submerged disposal of urban sewage waters (dumping) was studied. Observations were carried out in August-September of 2002-2004 in the Mamala Bay (Oahu Island, Hawaii Islands) using satellite and straight sea measurements. An analysis of variability of integral indicators of the water column determined on the basis of on-board measurements allowed us to divide them into two groups: elements most sensitive to pollution (heterotrophic bacteria (H-Bact), phototrophic cyanobacteria Synechococcus spp. (SYN), and chlorophyll a (CHLa)) and elements that manifested episodic positive dependence on inflow of polluted waters (heterotrophic unicellular eukaryotes, small unicellular algae, phototrophic green bacteria Prochlorococcus spp., as well as total biomass of microplankton). It was shown that submerged waste water disposal in the region of the diffuser of the dumping device led to insignificant (aver. 1.2-1.4 times) local increase in integral biomass of H-Bact, SYN, and in concentration of CHLa. Similar but sharper (aver. 1.5-2.1 times) increase in these parameters was found in water layers with maximal biomasses. Possible pathways of disposed waters (under the pycnocline, at its upper boundary, and in the entire mixed layer) were analyzed on the basis of studying vertical displacement of biomasses of H-Bact, SYN, and prochlorophytes. Possibility of using optical anomalies distinguished from satellite data as markers of anthropogenic eutrophication caused by dumping was confirmed. Application of such markers depends on water transparency and on shapes of curves of vertical distribution of autotrophic organisms.

Fish biometry and concentration of volatile siloxanes in liver of Atlantic cod (Gadus morhua) and shorthorn sculpin (Myxocephalus scorpius) sampled during RV Lance cruise COPOL in 2009

The purpose of this study was to investigate presence and potential accumulation of cyclic volatile methyl siloxanes (cVMS) in the Arctic environment. Octamethylcyclotetrasiloxane (D4), decamethylcyclopentasiloxane (D5), and dodecamethylcy-clohexasiloxane (D6) were analyzed in sediment, Zooplankton, Atlantic cod (Gadus morhua), shorthorn sculpin (Myxocephalus scorpius), and bearded seal (Erignathus barbatus) collected from the Svalbard archipelago within the European Arctic in July 2009. Highest levels were found for D5 in fish collected from Adventfjorden, with average concentrations of 176 and 531 ng/g lipid in Atlantic cod and shorthorn sculpin, respectively. Decreasing concentration of D5 in sediment collected away from waste water outlet in Adventfjorden indicates that the local settlement of Longyearbyen is a point source to the local aquatic environment. Median biota sediment accumulation factors (BSAFs) calculated for D5 in Adventfjorden were 2.1 and 1.5 for Atlantic cod and shorthorn sculpin, respectively. Biota concentrations of D5 were lower or below detection limits in remote and sparsely populated regions (Kongsfjorden and Liefdefjorden) compared to Adventfjorden. The levels of cVMS were found to be low or below detection limits in bearded seal blubber and indicate a low risk for cVMS accumulation within mammals. Accumulation of cVMS in fish appears to be influenced by local exposure from human settlements within the Arctic.

Coastal Urban Flood Resislience versus Climate Change

Processes of founding and expanding cities in coastal areas have undergone great changes over time driven by environmental conditions. Coastal settlements looked for places above flood levels and away from swamps and other wetlands whenever possible. As populations grew, cities were extending trying to avoid low and wet lands. No city has been able to limit its growth. The risk of flooding can never be eliminated, but only reduced to the extent possible. Flooding of coastal areas is today dramatically attributed to eustasic sea level rise caused by global climate change. This can be inaccurate. Current climate change is generating an average sea level upward trend, but other regional and local factors result in this trend being accentuated in some places or attenuated, and even reversed, in others. Then, the intensity and frequency of coastal flooding around the planet, although not so much as a unique result of this general eustasic elevation, but rather of the superposition of marine and crustal dynamic elements, the former also climate-related, which give rise to a temporary raising in average sea level in the short term. Since the Little Ice Age the planet has been suffering a global warming change leading to sea level rise. The idea of being too obeying to anthropogenic factors may be attributed to Arrhenius (1896), though it is of much later highlight after the sixties of the last century. Never before, the human factor had been able of such an influence on climate. However, other types of changes in sea levels became apparent, resulting from vertical movements of the crust, modifications of sea basins due to continents fracturing, drifting and coming together, or to different types of climate patterns. Coastal zones are then doubly susceptible to floods. Precipitation immediately triggers pluvial flooding. If it continues upland or when snow and glaciers melt eventually fluvial flooding can occur. The urban development presence represents modifying factors. Additional interference is caused by river and waste water drainage systems. Climate also influences sea levels in coastal areas, where tides as well as the structure and dynamic of the geoid and its crust come into play. From the sea, waters can flood and break or push back berms and other coastline borders. The sea level, controlling the mouth of the main channel of the basin's drainage system, is ultimately what governs flood levels. A temporary rise in sea level acts as a dam at the mouth. Even in absence of that global change, so, floods are likely going to increase in many urban coastal areas. Some kind of innovative methodologies and practices should be needed to get more flood resilience cities

Geochemical fingerprints and controls in the sediments of an urban river: River Manzanares, Madrid (Spain)

The geochemical fingerprint of sediment retrieved from the banks of the River Manzanares as it passes through the City of Madrid is presented here. The river collects the effluent water from several Waste Water Treatment (WWT) plants in and around the city, such that, at low flows, up to 60% of the flow has been treated. A total of 18 bank-sediment cores were collected along the course of the river, down to its confluence with the Jarama river, to the south–east of Madrid. Trace and major elements in each sample were extracted following a double protocol: (a) “Total” digestion with HNO3, HClO4 and HF; (b) “Weak” digestion with sodium acetate buffered to pH=5 with acetic acid, under constant stirring. The digests thus obtained were subsequently analysed by ICP-AES, except for Hg which was extracted with aqua regia and sodium chloride-hydroxylamine sulfate, and analysed by Cold Vapour-AAS. X-ray diffraction was additionally employed to determine the mineralogical composition of the samples. Uni- and multivariate analyses of the chemical data reveal the influence of Madrid on the geochemistry of Manzanares' sediments, clearly manifested by a marked increase in the concentration of typically “urban” elements Ag, Cr, Cu, Pb and Zn, downstream of the intersection of the river with the city's perimeter. The highest concentrations of these elements appear to be associated with illegal or accidental dumping of waste materials, and with the uncontrolled incorporation of untreated urban runoff to the river. The natural matrix of the sediment is characterised by fairly constant concentrations of Ce, La and Y, whereas changes in the lithology intersected by the river cause corresponding variations in Ca–Mg and Al–Na contents. In the final stretch of the river, the presence of carbonate materials seems to exert a strong geochemical control on the amount of Zn and, to a lesser extent, Cu immobilised in the sediments. This fact suggests that a variable but significant proportion of both elements may be susceptible to reincorporation in the aqueous phase under realistic environmental conditions.

Contribuciones para el tratamiento de aguas residuales con sistemas alternativos de bajo coste. Aplicaciones para el desarrollo en poblaciones reducidas y cooperación

Este trabajo se ha centrado en la búsqueda y análisis de técnicas de saneamiento y depuración que proporcionen soluciones a poblaciones pequeñas, que por su situación económica o de desarrollo, carecen de estos servicios básicos. Es bien conocido los problemas que genera la falta de acceso al saneamiento básico en contextos de subdesarrollo, agravado en numerosos casos, por los incrementos en la dotación de agua sin introducir las infraestructuras para el tratamiento de las aguas residuales. Esta situación incide directamente sobre la salud de las personas y del medioambiente. Afortunadamente existen Organismos Internacionales y Agencias de Desarrollo y de Medioambiente, que intervienen directamente en estos temas. Los problemas no sólo se presentan en los llamados países en vías de desarrollo, sino que se ha comprobado que también afecta a poblaciones pequeñas con escasos recursos, del mundo más desarrollado. Muchas han sido las técnicas utilizadas con gran éxito en programas de cooperación, pero algunas han fracasado por pérdida de funcionalidad, por errores de diseño, por rápido deterioro de los materiales, o simplemente por falta de adaptabilidad al terreno o no previsión de controles y mantenimiento. La solución a estos eventos pasa por la innovación tanto tecnológica como de gestión, sin olvidar la componente socioeconómica y cultural. Tomar conciencia de un buen diseño adaptado a las características del terreno y de la población, evitaría fracasos por colapso, por falta de mantenimiento, de financiación etc. Por otra parte, se considera necesaria la implementación de programas educativos que incluyan mejoras en los hábitos higiénicos y el conocimiento de las infraestructuras que permitan a la población de destino, adquirir una formación sobre las propias instalaciones, su uso, su mantenimiento y conservación. El desarrollo y mejora de las técnicas de saneamiento y depuración requiere una continuidad en las investigaciones que facilite la adaptación de las instalaciones ya existentes a las diferentes coyunturas que puedan presentarse, garantizando su funcionamiento a largo plazo. Las técnicas denominadas “no convencionales” se caracterizan por ser soluciones económicas y sostenibles, que en algunos casos, requieren poco mantenimiento e incluso éste puede realizarse por personal no especializado, esto es, por los propios usuarios del servicio. Concretamente en el presente trabajo se ha llevado a cabo una revisión general de las tipologías conocidas, tanto convencionales como no convencionales y de su posible aplicación en función de la población de destino, con especial incidencia en las poblaciones más desfavorecidas. Una vez realizada, se han seleccionado las técnicas de saneamiento y depuración no convencionales por el interés personal en las poblaciones con mayores dificultades socioeconómicas. Se han estudiado distintas situaciones en diferentes países y contextos Nicaragua, Ecuador, India y España. Es en esta última, donde se han tenido más facilidades para la obtención de datos y análisis de los mismos, concretamente de la instalación del municipio de Fabara en la provincia de Zaragoza, situado en el Bajo Aragón. ABSTRACT The focus of this project lies on the research and analysis of sanitation and waste water treatment techniques able to provide solutions to small settlements which lack such basic services out of economic or underdevelopment reasons. The problems generated by the absence of access to basic sanitation services in underdevelopment contexts are well known, and many cases can be found where increase of water provision doesn’t involve installation of waste water treatment infrastructures. This situation has a direct impact on people’s health and also on the environment. Fortunately, there are International Organizations and Development Agencies which act directly on these matters. These problems don’t only occur in so called developing countries, as it has been confirmed that small settlements with scarce resources in the more developed world can also be affected. Many techniques have been successfully used in cooperation programs, but also some of them have failed due to loss of functionality, design mistakes, rapid material deterioration, or simply site inadequacy or lack of control and maintenance precautions. The solution to these incidents requires technological as well as management innovation, regarding for all cases the socioeconomic and cultural factors. The awareness of a good design, adapted to the site and population characteristics, would prevent from failures due to collapse, lack of maintenance, funding, etc. Furthermore, the implementation of education programs for improving hygienic habits and for transmitting the understanding of the infrastructures is considered necessary for allowing the aimed population to gain proper knowledge on their own infrastructure, its use, maintenance and preservation. The improvement of sanitation and waste water treatment techniques requires a continuous process of investigation, in order to adapt the existing infrastructure to the different situations that may come up, being able to ensure its long-term functioning. The so called non conventional techniques are characterized by being economic and sustainable solutions, requiring in some cases low maintenance, conducted even by non specialized personnel, that is, by the users themselves. In the present project a general overview of the already developed typologies has been carried out, taking into account the conventional as well as the non conven tional techniques and their possible application according to the aimed population, regarding especially the most underprivileged settlements. Thereupon, out of interest for the settlements with most socioeconomic difficulties, the non conventional sanitation and waste water techniques have been selected. A variety of situations in different countries and contexts has been examined, specifically in Nicaragua, Ecuador, India and Spain. The latest has proven easier for data collection and analysis, focusing finally on the existing infrastructure in the village of Fabara, province of Zaragoza, in the Bajo Aragón.

Eliminación de nutrientes mediante el empleo de cultivos hidropónicos

La presente investigación se presenta como una alternativa para la reducción de la contaminación por nutrientes que produce el vertido de aguas residuales provenientes de núcleos urbanos que acaban en lagos, lagunas o embalses acelerando los procesos de eutrofización de los mismos. El objetivo de esta tesis es analizar la reducción de nutrientes, fundamentalmente nitrógeno, fósforo y potasio, del agua residual doméstica sometida a tratamiento a través de cultivos hidropónicos en un determinado periodo de tiempo, observando a su vez la evolución del cultivo seleccionado. El sistema se diseñó para funcionar en circuito cerrado con el agua residual circulando por entre las raíces de los vegetales estudiados. El cultivo seleccionado fue el “kenaf”, aunque después de mucho tiempo dedicado a la obtención de semillas de “kenaf “por diferentes proveedores, se decidió comenzar un primer ensayo utilizando plantas de aloe vera durante un periodo de un mes de verano. Se procedió a la colocación de plantas en un tubo conteniendo agua residual de una fosa séptica domiciliaria. La reducción de la DBO5 y la DQO fue notable aunque los resultados de la variación de nitratos y fosfatos no fueron concluyentes. Las altas temperaturas alcanzada en esas fechas por el agua circulante, finalmente imposibilitó la continuación del ensayo. Si bien esta primera puesta en marcha no resultó como se esperaba, aportó numerosa información para modificar el planteo del estudio, la forma de llevarlo a cabo y la puesta a punto de la propia instalación. El segundo ensayo se llevó a cabo en otoño con plantas de kenaf obtenidas del ensayo previo en suelo en una parcela piloto en los llanos de Villamartín, en la provincia de Cádiz. Antes de incorporar el agua al sistema hidropónico se analizaron todos los parámetros requeridos por la normativa española del agua para determinar su clasificación como agua residual doméstica. Luego se le dio seguimiento a la variación de los nutrientes, nitrógeno, fósforo y potasio a lo largo de varias semanas para evaluar la efectividad del tratamiento. Las plantas de kenaf continuaron su desarrollo utilizando las sustancias disueltas en el agua residual como única fuente de nutrientes disponible. This research is presented as an alternative to reduce the pollution that wastewater discharges from towns generate when they end in lakes, ponds and reservoirs, by accelerating the eutrophication processes. The objective of this thesis is to analyze the reduction of nutrients, mainly nitrogen, phosphorus and potassium, of domestic wastewater treated through hydroponics crops in a given period of time, noting at the same time the evolution of the selected crop. The system was designed to operate in closed circuit with the wastewater circulating through the roots of the studied plants. The selected crop was "kenaf", although after much time spent in obtaining seeds of "kenaf"by different vendors and the impossibility of achieving its germination; it was decided to start a first test using Aloe Vera plants for a period of one month in the summer. The plants were introduced in the holes of a tube containing septic wastewater. The BOD5 and COD reduction was remarkable though the results of the variation in nitrates and phosphates were inconclusive. High temperatures achieved in those dates by circulating water, eventually precluded the continuation of the test. Although this first implementation was not running as expected, it provided information to modify the proposal of the study, the way to carry it out and the development of the installation itself. The second test was conducted in autumn with kenaf plants obtained from the previous test in a pilot plant in the flatness of Villamartín, province of Cádiz. Before adding the water to the hydroponic system all the parameters required by the Spanish water regulations were analyzed to determine their classification as domestic waste water. Then, the variation of nutrients, nitrogen, phosphorus and potassium was tracking over several weeks to evaluate the effectiveness of the treatment. Kenaf plants continued its development using the substances dissolved in wastewater as sole source of nutrients available.

The Removal of Pharmaceuticals From Wastewater by Wet-Air Oxidation

The ubiquitous occurrence of pharmaceuticals and personal care products (PPCPs) in aquatic environments has raised concerns about potential adverse effects on aquatic ecology and human health. Certain pharmaceuticals have recently become a major focus of research to better understand the routes and persistence of these compounds once they enter into aquatic system. In this research, two model compounds were selected to represent pharmaceuticals that have been identified by recent research as being persistent; specifically, these compounds were trimethoprim (TMP, a basic antibiotic) and gemfibrozil (GEM, an acidic lipid regulator). Treatment of synthetic wastewater that contained these drugs was accomplished using wet-air oxidation (WAO). Pre- and post-treatment drug concentrations were determined by reversed-phase liquid chromatography. The influences of different operational conditions on removal efficiency of the drugs by WAO were evaluated, namely reaction time, initial drug concentration, oxygen concentration, and the amount and composition of additional organic matter used during WAO. The optimum removal efficiencies were found to be 91.9 % for TMP and 95.5 % for GEM.

Surface and Groundwater Environmental Policy Compliance at the Adams County Regional Park and Fairgrounds

The Adams County Regional Park and Fairgrounds must comply with environmental policies related to surface water and groundwater protection. This paper assesses various methods which have proven to be effective in the reduction of nutrients and other contaminants found in surface and groundwater at comparable livestock-based venues. Data was gathered from other facilities in order to identify specific compliance alternatives and evaluate management options. Empirical research, coupled with GIS mapping technology yielded explicit water quality management recommendations for the Adams County Regional Park and Fairgrounds. The outcome of this research and mapping exercise include twelve management recommendations and two site-specific locations for structural BMPs designed to better control water pollution at the Adams County Regional Park and Fairgrounds.