Simulation of pesticide behavior in a paddy block by a pesticide fate and transport model

A simulation model (PCPF-B) was developed based on the PCPF-1 model to predict the runoff of pesticides from paddy plots to a drainage canal in a paddy block. The block-scale model now comprises three modules: (1) a module for pesticide application, (2) a module for pesticide behavior in paddy fields, and (3) a module for pesticide concentration in the drainage canal. The PCPF-B model was first evaluated by published data in a single plot and then was applied to predict the concentration of bensulfuron-methyl in one paddy block in the Sakura river basin, Ibaraki, Japan, where a detailed field survey was conducted. The PCPF-B model simulated well the behavior of bensulfuron-methyl in individual paddy plots. It also reflected the runoff pattern of bensulfuron-methyl at the block outlet, although overestimation of bensulfuronmethyl concentrations occurred due to uncertainty in water balance estimation. Application of water management practice such as water-holding period and seepage control also affected the performance of the model. A probabilistic approach may be necessary for a comprehensive risk assessment in large-scale paddy areas.

Pesticide discharge and water management in a paddy catchment in Japan

Concentrations of several pesticides were monitored in a paddy block and in the Kose river, which drains a paddy catchment in Fukuoka prefecture, Japan. Detailed water management in the block was also monitored to evaluate its effect on the pesticide contamination. The concentrations of applied pesticides in both block irrigation channel and drainage canal increased to tens of μg/L shortly after their applications. The increase in pesticide concentrations was well correlated with the open of irrigation and drainage gates in the pesticide-applied paddy plots only 1–3 days after pesticide application. High concentration of other pesticides, mainly herbicides, was also observed in the inflow irrigation and drainage waters, confirming the popularity of early irrigation and drainage after pesticide application in the area. The requirement of holding water after pesticide application (as a best management practice) issued by the authority was thus not properly followed. In a larger scale of the paddy catchment, the concentration of pesticides also increased significantly to several μg/L in the water of the Kose river shortly after the start of the pesticide application period either in downstream or mid–upstream areas, confirming the effect of current water management to the water quality. More extension and enforcement on water management should be done in order to control pesticide pollution from rice cultivation in Japan.

Exposure risk assessment and evaluation of the best management practice for controlling pesticide runoff from paddy fields. Part 2: Model simulation for the herbicide pretilachlor

BACKGROUND: Monitoring studies revealed high concentrations of pesticides in the drainage canal of paddy fields. It is important to have a way to predict these concentrations in different management scenarios as an assessment tool. A simulation model for predicting the pesticide concentration in a paddy block (PCPF-B) was evaluated and then used to assess the effect of water management practices for controlling pesticide runoff from paddy fields. RESULTS: The PCPF-B model achieved an acceptable performance. The model was applied to a constrained probabilistic approach using the Monte Carlo technique to evaluate the best management practices for reducing runoff of pretilachlor into the canal. The probabilistic model predictions using actual data of pesticide use and hydrological data in the canal showed that the water holding period (WHP) and the excess water storage depth (EWSD) effectively reduced the loss and concentration of pretilachlor from paddy fields to the drainage canal. The WHP also reduced the timespan of pesticide exposure in the drainage canal. CONCLUSIONS: It is recommended that: (1) the WHP be applied for as long as possible, but for at least 7 days, depending on the pesticide and field conditions; (2) an EWSD greater than 2 cm be maintained to store substantial rainfall in order to prevent paddy runoff, especially during the WHP.

Density and survival rate of Culex quinquefasciatus at Parque Ecologico do Tiete, Sao Paulo, Brazil

Parity rate, gonotrophic cycle length, and density of a Culex quinquefasciatus female population was estimated at the Parque Ecologico do Tiete (PET), Sao Paulo, Brazil. Adult Cx. quinquefasciatus females were collected from vegetation along the edges of a polluted drainage canal with the use of a battery-powered backpack aspirator from September to November 2005 and from February to April 2006. We examined 255 Cx. quinquefasciatus ovaries to establish the parity rate of 0.22 and determined the gonotrophic cycle length under laboratory conditions to be 3 and 4 days. From these data, we calculated the Cx. quinquefasciatus survival rate to be 0.60 and 0.68 per day. Density of the Cx. quinquefasciatus female (5.71 females per m(2)) was estimated based on a population size of 28,810 individuals divided by the sampled area of 5,040 m(2). Results of all experiments indicate medium survivorship and high density of the Cx. quinquefasciatus female population. This species is epidemiologically relevant in the PET area and should be a target of the vector control program of Sao Paulo municipality.

Memorial,

"Revised and reissued, August 1904."

Tracking rates of ecotone migration due to salt-water encroachment using fossil mollusks in coastal South Florida

We determined the rate of migration of coastal vegetation zones in response to salt-water encroachment through paleoecological analysis of mollusks in 36 sediment cores taken along transects perpendicular to the coast in a 5.5 km2 band of coastal wetlands in southeast Florida. Five vegetation zones, separated by distinct ecotones, included freshwater swamp forest, freshwater marsh, and dwarf, transitional and fringing mangrove forest. Vegetation composition, soil depth and organic matter content, porewater salinity and the contemporary mollusk community were determined at 226 sites to establish the salinity preferences of the mollusk fauna. Calibration models allowed accurate inference of salinity and vegetation type from fossil mollusk assemblages in chronologically calibrated sediments. Most sediments were shallow (20–130 cm) permitting coarse-scale temporal inferences for three zones: an upper peat layer (zone 1) representing the last 30–70 years, a mixed peat-marl layer (zone 2) representing the previous ca. 150–250 years and a basal section (zone 3) of ranging from 310 to 2990 YBP. Modern peat accretion rates averaged 3.1 mm yr)1 while subsurface marl accreted more slowly at 0.8 mm yr)1. Salinity and vegetation type for zone 1 show a steep gradient with freshwater communities being confined west of a north–south drainage canal constructed in 1960. Inferences for zone 2 (pre-drainage) suggest that freshwater marshes and associated forest units covered 90% of the area, with mangrove forests only present along the peripheral coastline. During the entire pre-drainage history, salinity in the entire area was maintained below a mean of 2 ppt and only small pockets of mangroves were present; currently, salinity averages 13.2 ppt and mangroves occupy 95% of the wetland. Over 3 km2 of freshwater wetland vegetation type have been lost from this basin due to salt-water encroachment, estimated from the mollusk-inferred migration rate of freshwater vegetation of 3.1 m yr)1 for the last 70 years (compared to 0.14 m yr)1 for the pre-drainage period). This rapid rate of encroachment is driven by sea-level rise and freshwater diversion. Plans for rehydrating these basins with freshwater will require high-magnitude re-diversion to counteract locally high rates of sea-level rise.

Chart of land drainage for the Welland Canal final estimate of work done on sections no.1, 2 and 3

Chart of land drainage for the Welland Canal final estimate of work done on sections no.1, 2 and 3 on the road below lock no. 2 leading to Port Dalhousie. Work commenced Nov. 1846 and finished July 1847. Road work and the waste weir no.1 to Port Dalhousie work commenced Aug. 1847 and finished Sept. 1847, Nov.1, 1847.

Contribuições para a construção de políticas públicas direcionadas à redução do lixo marinho em enseadas urbanas: estudo de caso na microbacia contribuinte do Canal de São Francisco e da Enseada de Jurujuba Niterói/ RJ.

Fonte de riquezas supostamente inesgotáveis, os oceanos e as zonas costeiras há muito tempo servem de depósito para todo tipo de resíduo produzido pelo homem, desde águas residuais a todo tipo de resíduos sólidos descartados inadequadamente e que acabam por originar o lixo marinho. A Baía de Guanabara é um reflexo histórico dessas ações mal geridas em terra e que acabam refletidas em seu espelho dágua. O presente estudo procura fazer uma analise sobre as origens do lixo marinho na Enseada de Jurujuba, localizada na Baía de Guanabara, e seu principal canal de drenagem, o Canal de São Francisco (CSF), com ênfase ao descarte de resíduos nas comunidades localizadas a montante do canal. Apresenta também uma avaliação da experiência de projetos de intervenção e prevenção à geração do lixo marinho, com destaque a um projeto de coleta de lixo flutuante com uso de embarcação, bem como a iniciativa da Prefeitura de Niterói em um Projeto de Gestão Integrada de Resíduos no alto da bacia contribuinte ao CSF. O trabalho foi estruturado através de observações de campo, entrevistas, analise de relatórios dos projetos envolvidos, bem como consulta a sites e blogs relacionados ao assunto. O fato de resíduos sólidos terminarem em um corpo hídrico torna sua retirada e destinação adequadas muito mais complicadas do que em terra, evidenciando a complexidade do lixo marinho. Os resultados apontam para a necessidade de mais estudos nas áreas periféricas, que abrangem a maior parte da população, com vista à integração de politicas públicas no planejamento de ações por bacias ou microbacias hidrográficas e como forma de prevenção à geração do lixo marinho e melhora da qualidade de vida dessas populações.

Assessment of the heavy metals among suspended particulates and dissolved phases in Suez Canal water

The concentrations and distribution of particulate and dissolved heavy metals, viz: Cu, Zn, Pb, Cd, Fe and Mn have been determined seasonally during 2003 in water samples collected from the Suez Canal. The presented data clarifies that the metals exhibited clear differences in their distribution between particulate and dissolved forms. The concentration of particulate heavy metals ranged between 0.09-3.13, 0.57-15.02, 0.18-3.87, 0.02-0.73, 2.74-49.62 and 0.15-5.08 µg/L for Cu, Zn, Pb, Cd, Fe and Mn, respectively. In the same respect, these values for dissolved forms were 0.28-4.12, 0.57-9.08, 0.27-2.50, 0.02-1.24, 1.94-42.50 and 0.11-3.65 µg/L. The concentrations of particulate metals viz: Zn, Pb, Cd, Fe and Mn were high was compared to the dissolved forms. Dissolved copper, rather than particulate, showed the highest percentage of total copper. The particulate forms of Pb, Cd, Fe and Mn always had higher concentrations than the dissolved forms during the course of study except in the summer season. The northern part of the Suez Canal at Port Said showed mean concentrations of particulate and dissolved Cu=1.43 and 2.10, Zn=8.61 and 3.17, Pb=1.72 and 1.23, Cd=0.35 and 0.35, Fe= 23.49 and 15.83 and Mn=2.09 and 1.82 µg/L. These high concentrations may be attributed to the greater activities, particularly loading and unloading operations at Port Said harbour s industrial effluents and domestic drainage of Port Said city. In contrast, the Sinai side could be considered as reference site, as it was almost clean, i.e., without harmful outfalls, where Cu=0.16 and 0.56, Zn=2.14 and 0.94, Pb=6.29 and 3.44, Cd=0.055 and 0.088, Fe=6.29 and 3.44 and Mn=0.56 and 0.26 µg/L for particulate and dissolved metals respectively.

El paisaje como patrimonio : paisaje costero del canal Zanjón Cacique Guaymallén : investigación, sistematización y propuesta

El objetivo del trabajo ha sido la revalorización del Canal Zanjón Cacique Guaymallén como un patrimonio cultural ambiental de los mendocinos. La metodología aplicada incluye el análisis de la trayectoria histórica del asentamiento del Gran Mendoza, el zanjón como parte de la cuenca del río Mendoza, como parte del sistema de drenaje, como parte del sistema de riego. Luego, el reconocimiento de los paisajes particulares del zanjón y una posterior catalogación y ordenación, con el fin de ser material útil al planificador territorial primero y al diseñador urbano después. A modo de conclusión el autor menciona la necesidad implícita de proteger, enriquecer e integrar a la vida y memoria urbanos el cauce, las márgenes, el entorno y el oasis al que da vida el zanjón; junto con la urgencia de proyectar a futuro nuevamente los cursos de agua como potenciales ordenadores del territorio y su rol central en la planificación urbana.

Características físicas e químicas das águas superficiais e subterrâneas (nas proximidades do canal), dos ribeirões do Moquém e Água Clara (Médio Tietê Superior - SP), em função das variações hidrológicas

As teorias sobre o funcionamento dos sistemas lóticos evoluíram nos últimos anos, os condicionantes geológicos/geomorfológicos como também as regiões de transição têm recebido importância crescente. As regiões de transição merecem destaque uma vez que os sistemas lóticos estabelecem interações de fluxo com os ambientes vizinhos (atmosféricos, terrestres e subterrâneos) e a troca de materiais estabelecida entre esses sistemas é importante para a definição de suas características. As bacias hidrográficas dos ribeirões do Moquém e Água Clara, estudadas no presente trabalho, apresentam: proximidade geográfica além de semelhanças morfológicas e climáticas, porém diferem quanto aos aspectos geológicos e geomorfológicos. A partir desses aspectos, a presente pesquisa investigou as flutuações sazonais nas relações físicas, química e hidrológicas entre águas superficiais e subterrâneas (adjacências do canal), na região do baixo curso dos ribeirões já citados. Foram escolhidos dois trechos em cada ribeirão para a realização de: (1) inventário hidrológico mensal, a partir de medidas de velocidade de escoamento, vazão e do nível de água em poços instalados na região marginal dos rios nos trechos de estudo; (2) caracterização física e química de testemunhos da região marginal dos rios, onde foram utilizadas amostras obtidas durante a perfuração dos poços; (3) amostragens das águas superficiais subterrâneas no mesmo período do inventário para a determinação das características físicas e químicas das mesmas. Os resultados destacaram os seguintes itens. O fluxo de base garantiu vazões regulares e elevadas ao ribeirão Água Clara, ao mesmo tempo que as vazões foram quase insignificantes no ribeirão do Moquém, fato esse que apresenta importância ecológica. A química das águas dos ribeirões estudados é distinta, possivelmente, como resposta às características naturais das bacias. Nos dois trechos de estudo, as águas superficiais e subterrâneas apresentaram diferenças físicas e químicas, o que pode indicar que as trocas entre o canal do rio e suas adjacências são pequenas e/ou lentas. Com base nas observações desta pesquisa, recomenda-se que as características quantitativas e qualitativas, distintas, entre as águas dos ribeirões do Moquém e Água Clara devem ser avaliadas durante a tomada de decisões em processos de gestão de recursos hídricos.

Proposed Canal Route, New York, 1811 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Map of the western part of the state of New York : shewing the route of a proposed canal from Lake Erie to Hudson's river, compiled by John H. Eddy, from the best authorities ; engraved by P. Maverick, Newark. It was published in 1811. Scale [1:950,400]. Covers also a portion of the Province of Ontario, Canada. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Universal Transverse Mercator (UTM) Zone 18N NAD83 projection. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as canals, roads, drainage, cities and towns, counties, and more. Relief is shown by hachures. Includes: Profile of levels on the route of the [Erie] canal. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

Erie Canal, New York, 1821 (Raster Image) (Image 1 of 2)

This layer is a georeferenced raster image of the historic paper map entitled: A new map and profile of the proposed canal from Lake Erie to Hudson River in the state of New York, contracted by direction of the Canal Commissioners from the maps of the engineers. It was printed by W. A. Mercein in 1821. Scale [1:253,440]. This layer is image 1 of 2 total images of the two sheet source map, representing the eastern portion of the map. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Universal Transverse Mercator (UTM) Zone 18N NAD83 projection. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as roads, drainage, cities and towns, county boundaries, and more. Relief is shown by hachures. Includes inset profiles: A profile of the extent of the levels and of the places and lifts of the locks between Lake Erie and the Hudson -- A profile of the southern route west of the Genesee River. Includes table of distances. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

Erie Canal, New York, 1821 (Raster Image) (Image 2 of 2)

This layer is a georeferenced raster image of the historic paper map entitled: A new map and profile of the proposed canal from Lake Erie to Hudson River in the state of New York, contracted by direction of the Canal Commissioners from the maps of the engineers. It was printed by W. A. Mercein in 1821. Scale [1:253,440]. This layer is image 2 of 2 total images of the two sheet source map, representing the western portion of the map. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Universal Transverse Mercator (UTM) Zone 18N NAD83 projection. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as roads, drainage, cities and towns, county boundaries, and more. Relief is shown by hachures. Includes inset profiles: A profile of the extent of the levels and of the places and lifts of the locks between Lake Erie and the Hudson -- A profile of the southern route west of the Genesee River. Includes table of distances. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

Suez Canal Region, Egypt, 1866 (Raster Image)

This layer is a georeferenced raster image of the historic paper map entitled: Carte de l'isthme, dressée sous la direction de Mr. Voisin ; d'après les opérations de Mr. Larousse ; Ch. Lecocq de la Frémondière del. It was published by E. Andriveau-Goujon, Rue du Bac in 1866. Scale 1:200,000. Covers the Suez Canal region, Egypt. Map in French.The image inside the map neatline is georeferenced to the surface of the earth and fit to the Egypt Red Belt projected coordinate system. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as drainage, plans for the Suez Canal, other canals, roads, railroads, cities and other human settlements, ancient historic sites and ruins, shoreline features, and more. Relief shown by shading, hachures and spot heights. Depths shown by soundings. Includes insets: "Plan de la rade de Port Saïd, et de l'embouchure du Canal dans la Méditerranée" (1:50,000), "Plan d'Ismaïlia" (1;20,000) and "Plan de la rade de Suez et de l'embouchure du Canal dans la Mer Rouge" (1:50,000). Also shows the geological profile of the Suez Canal, and crosscuts of several sections.This layer is part of a selection of digitally scanned and georeferenced historic maps from the Harvard Map Collection. These maps typically portray both natural and manmade features. The selection represents a range of originators, ground condition dates, scales, and map purposes.