942 resultados para Water quality indicator parameters


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This monthly report from the Iowa Department of Natural Resources is about the water quality management of Iowa's rivers, streams and lakes.

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This monthly report from the Iowa Department of Natural Resources is about the water quality management of Iowa's rivers, streams and lakes.

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This work aims the applicability of the Transient electromagnetic method at an arid and semiarid environmental condition in the Santiago Island – Cape Verde. Some seashore areas of this island show an increasing salt contamination of the groundwater. The main objective of present work is to relate this water-quality condition with parameters taken from the transient sounding’s data. In this context, transient soundings have been acquired from 2005 through 2009, at several chosen valleys near the sea, in a mean rate of one field campaign each year. The first phase of this work was the understanding of the geophysical method details, problems and applicability, as the chosen and acquired equipment was the first one to be permanently available to the Portuguese geosciences community. This first phase was also accomplished with field tests. Interpretation of the transient sounding’s data curves were done by application of 1-D inversion methods already developed and published, as also with quasi 2-D and quasi 3-D inversion algorithms, where applicability was feasible. This was the second phase. The 2-D and 3-D approximation results are satisfactory and promising; although a higher spatial sounding’s density should certainly allow for better results. At phase three, these results have been compared against the available lithologic, hydrologic and hydrochemical data, in the context of Santiago’s island settings. The analyses of these merged data showed that two distinct origins for the observed inland groundwater salinity are possible; seashore shallow mixing with contemporary seawater and mixing with a deep and older salty layer from up flow groundwater. Relations between the electric resistivity and the salt water content distribution were found for the surveyed areas. To this environment condition, the electromagnetic transient method proved to be a reliable and powerful technique. The groundwater quality can be accessed beyond the few available watershed points, which have an uneven distribution.

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Se presenta un breve diagnóstico de los aspectos ambientales, sociales y económicos del área marino costera de Pisco Paracas, cuya bahía forma parte de la zona de amortiguamiento de la Reserva Nacional de Paracas. A pesar de la importancia y fragilidad del ecosistema, y su proximidad en la zona de amortiguamiento de la Reserva, se ha permitido el asentamiento y desarrollo de diversas actividades extractivas, productivas con el consiguiente incremento en el tráfico marítimo. Diversos programas de vigilancia y seguimiento de entidades públicas o multisectoriales se han realizado en la zona, pero sin un enfoque más integral sobre las interacciones que se dan en un medio tan sui géneris como el medio marino Pisco-Paracas . Se realiza un análisis de la data histórica de los parámetros físico químicos de calidad acuática del período 2000-2010, obtenido principalmente de los programas de seguimiento o evaluación que realiza IMARPE y la empresa PLUS PETROL, contrastándolo con los valores ECA – Categoría 4 (DS 02-2008 – MINAM) a fin de determinar si ellos constituyen indicadores apropiados para determinar el estado real del ecosistema marino costero de Pisco – Paracas. La actual legislación de los recursos hídricos, no es muy clara ni precisa sobre la aplicabilidad para el control de los ECA‟ s en el ámbito marino; esta falta de precisión no contribuye a una vigilancia más eficiente. Con relación a ello, se alcanza una propuesta del sistema de indicadores que incluye parámetro biológico, como la determinación de las floraciones algales nocivas (FAN), episodios recurrentes en Pisco – Paracas; así mismo se introduce el tema de indicadores que midan el cambio en el ecosistema marino, con un enfoque más integral en la zona de Pisco – Paracas tan sujeta a cambios de origen climático

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Entre julio y diciembre del 2007, se efectuó el Monitoreo Poblacional del Cryphiops caementarius de los ríos Cañete, Ocoña, Majes-Camaná y Tambo. La calidad del agua evidenció alteraciones en los parámetros fisicoquímicos con respecto al periodo 1996-2007. El río Majes-Camaná alcanzó los mayores valores de densidad (1,87 ind/m2) y biomasa media (21,51 g/m2), en el río Cañete hubo reducción en la densidad (0,25 ind/m2) y biomasa media (2,28 g/m2) que coincidió con mayor número de ejemplares menores a 70 mm.

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This paper describes the application of the Soil and Water Assessment Tool (SWAT) model to the Maquoketa River watershed, located in northeast Iowa. The inputs to the model were obtained from the Environmental Protection Agency’s geographic information/database system called Better Assessment Science Integrating Point and Nonpoint Sources (BASINS). Climatic data from six weather stations located in and around the watershed, and measured streamflow data from a U.S. Geological Survey gage station at the watershed outlet were used in the sensitivity analysis of SWAT model parameters as well as its calibration and validation for watershed hydrology and streamflow. A sensitivity analysis was performed using an influence coefficient method to evaluate surface runoff and base flow variations in response to changes in model input hydrologic parameters. The curve number, evaporation compensation factor, and soil available water capacity were found to be the most sensitive parameters among eight selected parameters when applying SWAT to the Maquoketa River watershed. Model calibration, facilitated by the sensitivity analysis, was performed for the period 1988 through 1993, and validation was performed for 1982 through 1987. The model performance was evaluated by well-established statistical methods and was found to explain at least 86% and 69% of the variability in the measured stream flow data for the calibration and validation periods, respectively. This initial hydrologic modeling analysis will facilitate future applications of SWAT to the Maquoketa River watershed for various watershed analysis, including water quality.

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Exposure to human pathogenic viruses in recreational waters has been shown to cause disease outbreaks. In the context of Article 14 of the revised European Bathing Waters Directive 2006/7/EC (rBWD, CEU, 2006) a Europe-wide surveillance study was carried out to determine the frequency of occurrence of two human enteric viruses in recreational waters. Adenoviruses were selected based on their near-universal shedding and environmental survival, and noroviruses (NoV) selected as being the most prevalent gastroenteritis agent worldwide. Concentration of marine and freshwater samples was done by adsorption/elution followed by molecular detection by (RT)-PCR. Out of 1410 samples, 553 (39.2%) were positive for one or more of the target viruses. Adenoviruses, detected in 36.4% of samples, were more prevalent than noroviruses (9.4%), with 3.5% GI and 6.2% GII, some samples being positive for both GI and GII. Of 513 human adenovirus-positive samples, 63 (12.3%) were also norovirus-positive, whereas 69 (7.7%) norovirus-positive samples were adenovirus-negative. More freshwater samples than marine water samples were virus-positive. Out of a small selection of samples tested for adenovirus infectivity, approximately one-quarter were positive. Sixty percent of 132 nested-PCR adenovirus-positive samples analysed by quantitative PCR gave a mean value of over 3000 genome copies per L of water. The simultaneous detection of infectious adenovirus and of adenovirus and NoV by (RT)PCR suggests that the presence of infectious viruses in recreational waters may constitute a public health risk upon exposure. These studies support the case for considering adenoviruses as an indicator of bathing water quality.

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This final report to the Iowa Watershed Improvement Review Board by the City of Remsen Utilities consists of accomplishments made by the Remsen Utilities as per this agreement. The City of Remsen Utilities did in fact purchase approximately 27 acres of land lying upstream of the city’s water well field. The land was purchased from Mr. Larry Rodesch and Mr. Rich Harpenau for the purpose of removing nitrates from Remsen’s water source and establishing native prairie grasses to assist in this removal.

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Water planning efforts typically identify problems and needs. But simply calling attention to issues is usually not enough to spur action; the end result of many well-intentioned planning efforts is a report that ends up gathering dust on a shelf. Vague recommendations like “Water conservation measures should be implemented” usually accomplish little by themselves as they don’t assign responsibility to anyone. Success is more likely when an implementation strategy — who can and should do what — is developed as part of the planning process. The more detailed and specific the implementation strategy, the greater the chance that something will actually be done. The question then becomes who has the legal authority or responsibility to do what? Are new laws and programs needed or can existing ones be used to implement the recommendations? ... This document is divided into four main parts. The first, “Carrots and Sticks” looks at two basic approaches — regulatory and non-regulatory — that can be, and are, used to carry out water policy. Both have advantages and disadvantages that need to be considered. The second, “The powers of federal, state and local governments…,” looks at the constitutional powers the federal government and state and local governments have to carry out water policy. An initial look at the U. S. Constitution might suggest the federal government’s regulatory authority over water is limited but, in fact, its powers are very substantial. States have considerable authority to do a number of things but have to be mindful of any federal efforts that might conflict with those state efforts. And local governments can only do those things the state constitution or state legislature says they can do and must conform to any requirements or limitations on those powers that are contained in the enabling acts. Parts three and four examine in more detail the main programs and agencies at the federal level as well as Iowa’s state and local levels and the roles they play in national and state water policy.

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Introduction: As part of the roadside development along the Interstate Highway System, the Iowa State Highway Commission has constructed eight pair of rest area facilities. Furthermore, two pair are presently under construction with an additional two pair proposed for letting in 1967. An additional nine and one-half pairs of rest areas are in the planning phase, a grand total of 45 rest Brea buildings. The facilities existing were planned and designed in a relatively short period of time. The rest area facilities are unusual in terms of water use, water demand rates, and the fact that there are no applicable guidelines from previous installations. Such facilities are a pioneering effort to furnish a service -which the travelling public desires and will use. The acceptance and current use of the existing facilities shows that the rest areas do provide a service the public will use and appreciate. The Iowa State Highway Commission is to be congratulated for this· pioneering effort. However there are problems, as should be expected when design of a new type of facility has no past operating experience to use as a guide. Another factor which enters is that a rest area facility is quite different and rather unrelated to engineering in the highway field of practice. Basically, the problems encountered can be resolved into several areas, namely 1) maintenance problems in equipment due to 2) insufficient capacity of several other elements of the water systems, and 3) no provisions for water quality control. This study and report is supposed to essentially cover the review of the rest areas, either existing and under construction or letting. However, the approach used has been somewhat different. Several basic economically feasible water system schemes have been developed which are· adaptable to the different well capacities and different water qualities encountered. These basic designs are used as a guide in recommending modifications to the existing rest area water systems, anticipating that the basic designs will be used for future facilities. The magnitude of the problems involved is shown by the fact that the projected water use and demand variations of each rest area building is equivalent to the water supply for a community of about 100 people. The problems of proper operation and maintenance of an eventual thirty to forty-five such facilities are gigantic. For successful operation the rest area water systems must have a high degree of standardization and interchangeability of all elements of the water systems, even if it means a limited degree of over-design in some rest area facilities.

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In Iowa, the Department of Natural Resources (DNR)is responsible for regulating water allocation and use through the issuance of water use permits, but improvements are necessary in this process to assure sustainable supplies into the future. In recent years, there have not been resources dedicated at the state level to properly track and assess water quantity issues. Resources for water use and water quantity monitoring (groundwater level and surface gauges) have continued to decline and have resulted in data becoming outdated and in a format that is difficult to analyze in order to make good decisions.

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This document looks at some of Iowa’s more comprehensive, statewide water planning efforts that addressed all aspects of water or a major water issue such as water quality.

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Since 1978 when the Water Plan ’78 was published, there have been no truly comprehensive water planning efforts initiated. The ’85 Water Plan and the ’87 Groundwater Protection Strategy were significant efforts that resulted in real advancements in water resource protection but were not truly comprehensive in nature. Other efforts, such as the Section 208 (CWA) plans, the 2000 Nonpoint Source Management Plan, and various conservation and recreation planning efforts that involve various aspects of water have been completed but, like the ’85 Water Plan, were not comprehensive in nature.

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Iowa is blessed with generally clean air, fertile soil, and abundant water resources. All are linked and each is vital to both our state’s economic vitality and our citizens' quality of life. Recent interest in water monitoring by citizens, the governor, and the state legislature has significantly increased financial resources directed at monitoring within the state. It also represents an opportunity to review our monitoring program and take a fresh look at why we monitor, what we monitor and how we monitor. A review of historical monitoring efforts for the state is provided in this plan.

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Water planning efforts typically identify problems and needs. But simply calling attention to issues is usually not enough to spur action; the end result of many well-intentioned planning efforts is a report that ends up gathering dust on a shelf. Vague recommendations like “Water conservation measures should be implemented” usually accomplish little by themselves as they don’t assign responsibility to anyone. Success is more likely when an implementation strategy — who can and should do what — is developed as part of the planning process. The more detailed and specific the implementation strategy, the greater the chance that something will actually be done.