scholarly journals Efeito da adubação orgânica sobre a matéria seca do girassol irrigado com água residuária

Author(s):  
Tainara Tâmara Santiago Silva ◽  
Riuzuani Michelle Bezerra Pedroza Lopes ◽  
Jean Pereira Guimarães ◽  
Vera Lucia Antunes Lima ◽  
Maria Sallydelândia Sobral Farias

<p>Objetivou-se com este trabalho avaliar os efeitos da irrigação com água residuária doméstica tratada e da adubação com composto de resíduo sólido urbano na matéria seca de plantas de girassol. O experimento foi conduzido em casa de vegetação na Universidade Federal de Campina Grande – PB; a cultura utilizada foi o Girassol (<em>Helianthus annuus </em>L.), variável EMBRAPA 122/V2000, cultivadas em vasos preenchidos com solo classificado como Neossolo Regolítico eutrófico. O delineamento experimental foi em blocos inteiramente casualizados em esquema fatorial 6 x 2, com 3 repetições, que foram 6 doses de nitrogênio disponível em composto de resíduo sólido (0, 60, 100, 140, 180, 220 kg. N. ha<sup>-1</sup>) e 2 tipos de água (água de abastecimento e água residuária doméstica tratada). A água residuária foi tratada por meio de reator UASB (Reator anaeróbico de fluxo ascendente) e a água de abastecimento foi proveniente do sistema de abastecimento público municipal. Verificou-se que a qualidade de água influenciou a produção de massa seca da parte aérea a 5% de probabilidade; já a variação das doses de nitrogênio não exerceu efeito significativo para a variável analisada.</p><p align="center"><strong><em>Effect of organic manure on the dry matter of the sunflower irrigated with wastewater</em></strong></p><p><strong>Abstract</strong><strong>: </strong>is aimed with this work was to evaluate the effects of irrigation with treated domestic wastewater and fertilization with municipal solid waste compost on the dry matter of sunflower plants. The experiment was conducted in a greenhouse at the Federal University of Campina Grande - PB; culture used was the Sunflower (Helianthus annuus L.), variable EMBRAPA 122 / V2000, grown in pots filled with soil classified as eutrophic Entisol. The experimental design was randomized blocks in a factorial 6 x 2, with three repetitions, which were 6 levels of nitrogen available in compound of solid waste (0, 60, 100, 140, 180, 220 kg. N ha<sup>-1</sup>) and 2 types of water (water supply domestic wastewater and treated water). The wastewater was treated by UASB (upflow anaerobic reactor) and the water supply was coming from the municipal supply system. It was found that the water quality influenced the dry matter yield of shoot a 5% probability; since the variation of nitrogen doses no significant effect for the variable analyzed.</p>

2005 ◽  
Vol 5 (2) ◽  
pp. 123-134 ◽  
Author(s):  
R. Miller ◽  
B. Whitehill ◽  
D. Deere

This paper comments on the strengths and weaknesses of different methodologies for risk assessment, appropriate for utilisation by Australian Water Utilities in risk assessment for drinking water source protection areas. It is intended that a suggested methodology be recommended as a national approach to catchment risk assessment. Catchment risk management is a process for setting priorities for protecting drinking water quality in source water areas. It is structured through a series of steps for identifying water quality hazards, assessing the threat posed, and prioritizing actions to address the threat. Water management organisations around Australia are at various stages of developing programs for catchment risk management. While much conceptual work has been done on the individual components of catchment risk management, work on these components has not previously been combined to form a management tool for source water protection. A key driver for this project has been the requirements of the National Health and Medical Research Council Framework for the Management of Drinking Water Quality (DWQMF) included in the draft 2002 Australian Drinking Water Guidelines (ADWG). The Framework outlines a quality management system of steps for the Australian water industry to follow with checks and balances to ensure water quality is protected from catchment to tap. Key steps in the Framework that relate to this project are as follows: Element 2 Assessment of the Drinking Water Supply System• Water Supply System analysis• Review of Water Quality Data• Hazard Identification and Risk Assessment Element 3 Preventive Measures for Drinking Water Quality Management• Preventive Measures and Multiple Barriers• Critical Control Points This paper provides an evaluation of the following risk assessment techniques: Hazard Analysis and Critical Control Points (HACCP); World Health Organisation Water Safety Plans; Australian Standard AS 4360; and The Australian Drinking Water Guidelines – Drinking Water Quality Management Framework. These methods were selected for assessment in this report as they provided coverage of the different approaches being used across Australia by water utilities of varying: scale of water management organisation; types of water supply system management; and land use and activity-based risks in the catchment area of the source. Initially, different risk assessment methodologies were identified and reviewed. Then examples of applications of those methods were assessed, based on several key water utilities across Australia and overseas. Strengths and weaknesses of each approach were identified. In general there seems some general grouping of types of approaches into those that: cover the full catchment-to-tap drinking water system; cover just the catchment area of the source and do not recognise downstream barriers or processes; use water quality data or land use risks as a key driving component; and are based primarily on the hazard whilst others are based on a hazardous event. It is considered that an initial process of screening water quality data is very valuable in determining key water quality issues and guiding the risk assessment, and to the overall understanding of the catchment and water source area, allowing consistency with the intentions behind the ADWG DWQM Framework. As such, it is suggested that the recommended national risk assessment approach has two key introductory steps: initial screening of key issues via water quality data, and land use or activity scenario and event-based HACCP-style risk assessment. In addition, the importance of recognising the roles that uncertainty and bias plays in risk assessments was highlighted. As such it was deemed necessary to develop and integrate uncertainty guidelines for information used in the risk assessment process. A hybrid risk assessment methodology was developed, based on the HACCP approach, but with some key additions and modifications to make it applicable to varying catchment risks, water supply operation needs and environmental management processes.


2018 ◽  
Vol 44 ◽  
pp. 00132
Author(s):  
Ewa Ogiołda ◽  
Ireneusz Nowogoński

The article presents an analysis of an existing water supply system. Water consumption in various time frames, i.e. a year, week and 24 hours, is shown. A hydraulic model was developed and, using the EPANET programme, calculations simulating its parameters carried out, accounting particularly for water age, which reflective of the water quality supplied to the recipients. The obtained results are the basis for assessing the operation of the system.


2015 ◽  
Vol 35 (1) ◽  
pp. 127-136
Author(s):  
Dawid Szpak ◽  
Barbara Tchórzewska – Cieślak

Abstract The publication presents the main types of incidental events in collective water supply system. The special attention was addressed to the incidental events associated with a decrease in water quality, posing a threat to the health and life of inhabitants. The security method against incidental contamination in the water source was described.


Water ◽  
2021 ◽  
Vol 13 (24) ◽  
pp. 3550
Author(s):  
David Honek ◽  
Milena Forejtníková ◽  
Miloš Rozkošný ◽  
Aleš Vyskočil

This paper provides a detailed look into the historical development of the water supply system of a big industrial city and its impact on the river environment and needs of the wastewater treatment system. The city of Brno, Czech Republic, was chosen for this study because it has a long history in the field of water supply, and the city has changed rapidly over the last 200 years. The city’s development necessitated an adaptation of drinking water sources, most significantly the use of the Březová nad Svitavou facility, which resulted in a change of condition of the Svitava River. The notable decrease in river flow, aided by industrial development of settlements within the Svitava River catchment between 1850 and 1950, strongly contributed to the spread of river pollution. However, the construction of wastewater treatment plants during recent decades led to a restoration of river quality and, consequently, of the entire environment of the Svitava River catchment. This paper also presents a view on activities connected with the long term surface water quality monitoring and improvement with regard to water quality conditions in spring areas and the river network influenced by the water supply system.


2020 ◽  
Vol 99 (6) ◽  
pp. 563-568
Author(s):  
Yuliya A. Novikova ◽  
K. B. Friedman ◽  
V. N. Fedorov ◽  
A. A. Kovshov ◽  
N. A. Tikhonova ◽  
...  

Introduction. Regulation of drinking water quality is a very important area of health care and improving the quality of life of the population of the Russian Federation.The aim of this work is the development a model for the assessment of the drinking water quality and calculating the share of the population, including urban, provided with high-quality drinking water from centralized water supply systems, taking into account new methodological approaches to the evaluation of the quality of drinking water using the example of water supply to settlements in the Leningrad Region. Material and methods. The data on the organization of centralized cold water supply systems and monitoring systems for drinking water quality and the results of laboratory studies of drinking water quality in the cities of Volkhov, Svetogorsk, Slantsy, Tosno were studied. Statistical processing of the results was performed, the categories of quality of drinking water supplied to the population were determined, the number of the population provided with high-quality drinking water from the water supply system was calculated in accordance with Guidelines 2.1.4.0143-19.Results. In 2018, 100% of the population was provided with quality drinking water only in the city of Slantsy. In the city of Tosno, this index reached of 83.5%. In the cities of Volkhov and Svetogorsk, drinking water was rated as low-quality. But it is worth noting that in the cities of Volkhov and Slantsy laboratory tests were carried out at 2 points, in the city of Svetogorsk - only at the 1 point, which, given the number of residents, is not enough. For an objective assessment of the state of drinking water and the development of measures aimed at improving its quality, it is necessary to increase the number of monitoring points, as well as to include the results of control and supervision measures and production laboratory control conducted by water supply organizations in the volume of laboratory information.Conclusion. The proposed model allows us to assess the drinking water quality in centralized water supply systems and the proportion of the population, including urban, provided with quality drinking water at the level of the water supply system, settlement, municipal district (urban district), subject of the Russian Federation


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