Second Welland Canal - Book 3, Survey Map 11 - Aqueduct Lock and Canal along Chippewa Creek in Thorold

Survey map of the Second Welland Canal created by the Welland Canal Company showing the canal as it crosses Chippewa Creek in the Thorold Township near Welland. Identified structures and features associated with the Canal include the towing path, the old canal, the aqueduct lock, the new aqueduct, and the waterway itself. The surveyors' measurements and notes can be seen in red and black ink and pencil. Local area landmarks are also identified and include roads (ex. Aqueduct Road, and Road to Weland), Chippewa Creek, the Spoil Bank, a house and a barn. Properties and property owners of note are: Lots 239, 247, and 248, Joseph Burgar, and Smith Shotwell.

Second Welland Canal - Book 3, Survey Map 12 - Village of Welland

Survey map of the Second Welland Canal created by the Welland Canal Company showing the canal in the Village of Welland. Identified structures and features associated with the Canal include the towing path, the old canal, the aqueduct lock, the new aqueduct, the old aqueduct, Lock Tenders House, a waste weir, culvert, covered drain, drain, dam, flume, and the canal's New Line. The surveyors' measurements and notes can be seen in red and black ink and pencil. Local area landmarks are also identified and include bridges, roads, and streets (ex. Division Street and Main Street), Chippewa Creek, Mill Pond, Mill Race, Court House and Gaol, Seeley (Seely) and Dunlop Saw Mill, Seeley (Seely) and Dunlop (Burnt) Grist Mill, Montrose Grist Mill, M. Caferty (Cafferty) City Hotel, Welland House by Wilkerson, Eli Mead Wharf Lot, A. Sherwood Wharf Lot, D. P. Myers Store, M. Cook Grist Mill, A. H. Cosby Saw Mill, Betts Lumber Yard, T. Quinn Tavern, a Carding Mill, shed, several barns, a hotel, and several structures or properties belonging to: J. P Evans, W. A. Phillips, S. Hampton, M. Silverthorne, D. McEwing, W. B. Hendershott (Hendershot), T. Burgar, J. Brookfield, A. Hendershott, Joseph Burgar, C. Demrie, M. Cafferty, J. Spencer, Mrs. Curran, John Lemon, D. Cooper, H. A. Rose, J. Bridges, A. Chapman, and R. Morewood. A structure belonging to a D. McKelly or McKully, and a store belonging to a J. Fino or Finn are also present. Properties and property owners of note are: Lots 247 and 248 of the Thorold Township, 5th Concession Lots 26 and 25 of the Crowland Township, Smith Shotwell, Eli Mead, D. P Myers, Donaldson, McFarland, Mrs. Silverthorne, Price, and Griffth. A County Court House Lot containing the Court House, Gaol and Gaol Yard is present.

Second Welland Canal - Book 3, Survey Map 13 - Village of Welland - Merrittville and Crowland

Survey map of the Second Welland Canal created by the Welland Canal Company showing the township of Crowland as well as the Village of Welland-Merritville. Identified structures associated with the Canal include Old Canal, old towing path, water way, bridge, culvert, covered drain, drain, and towing path. Surveyor measurements and notes can be seen in red and black ink and pencil. Local area landmarks include E. Seeley's store, W.A. Bald's store, barn, and two ponds. Roads parallel to Canal include the old towing road, towing path, Canal Street, road to Welland_lle, and road to Junction. Roads perpendicular to Canal include Road Allowance between the 5th and 6th Concession, Division Street, Road to Narrows. Properties and property owners are noted as W.A. Bald, E. Seeley, John Price, Eli Mead, Jacob Griffith, John Hellems. Lots noted are: Lots Number 25, 26, 5th Concession.

Second Welland Canal - Book 3, Survey Map 14 - Village of Junction and Crowland

Survey map of the Second Welland Canal created by the Welland Canal Company showing the border area of the townships of Crowland and Humberstone, as well as the Village of Junction. Identified structures associated with the Canal include ditches, guard lock, old canal, new towing path, bridge, feeder to Dunnville, covered drain. Surveyor measurements and notes can be seen in red and black ink and pencil. Local area landmarks include James Turf Tavern and possible marshland. Roads parallel to Canal include western Road Allowance, the new towing road, road to Welland and road to Junction. Roads perpendicular to Canal include Road Allowance between the 5th and 6th Concession. Properties and property owners are noted as Thomas. C. Street, James Tuft, and John Hellems. Lots noted are: Lots Number 26, 27, 6th Concession.

Second Welland Canal - Book 3, Survey Map 16 - Through Humberstone

Survey map of the Second Welland Canal created by the Welland Canal Company showing the border area of the townships of Crowland and Humberstone. Identified structures associated with the Canal include back ditches, towing path and spoil banks. Surveyor measurements and notes can be seen in red and black ink and pencil. Local area landmarks include line between the 7th Concession of Crowland and the Gore, Town Line between the Townhips of Crowland and Humberstone and the Highane and Company Store. Roads parallel to Canal include southern Road Allowance and the Road to Port Colborne. Roads perpendicular to Canal include Road Allowance between the 4th and 5th Concession. Properties and property owners are noted as Thomas Merrit, John Betty, John Brown, Charles French, James McCoppen, and S.D. Woodruff. Lots noted are: Lots Number 22, 23, 24, 5th Concession."Humberstone" - Scale: 4 Chs. per Inch "Gore"

Second Welland Canal - Book 3, Survey Map 17 - Through Humberstone

Survey map of the Second Welland Canal created by the Welland Canal Company showing the area through Humberstone. Identified structures associated with the Canal include Spoil Banks, Towing Path, Back Ditches and Culvert. Surveyor measurements and notes can be seen in red and black ink and pencil. Local area landmarks include Lyons Creek and Big Elm Tree. Roads running parallel to Canal include the south Road Allowance and the Road to Port Colborne. Roads running perpendicular to Canal include Road Allowance between the 3rd and 4th Concessions, Road Allowance between the 4th and 5th Concessions. Properties are noted as Lot No. 28, 4th Concession, Lot No. 27, 4th Concession and Lot No. 26, 4th Concession."Humberstone"

Second Welland Canal - Book 3, Survey Map 18 - Through Humberstone

Survey map of the Second Welland Canal created by the Welland Canal Company showing the area through Humberstone Township. Identified structures associated with the Canal are the north and south back ditches, Towing Path and spoil banks. Surveyor measurements and notes can be seen in red and black ink and pencil. Local area landmarks include Tram Way to Peat Beds. Roads running parallel to Canal are the Road to Port Colborn and the northern Road Allowance. Roads running parallel to Canal are Road Allowance between the 2nd and 3rd Concession, Road Allowance between the 3rd and 4th Concession. Properties and property owners are noted as follows: J. Thompson, J. Sullivan, J. Leady, John Neff and Peter Neff. Other properties include: Lot No. 27, 3rd Concession, Lot No. 26, 3rd Concession and Lot No. 25, 3rd Concession."Humberstone" - Scale 4 Chs. per Inch

Second Welland Canal - Book 3, Survey Map 19 - Petersburgh and Humberstone

Survey map of the Second Welland Canal created by the Welland Canal Company showing the areas in and around Petersburg and Humberstone. Identified structures associated with the Canal include North and South Back Ditches, Bridge Tender's Building, Towing Path, Old Back Ditch, and Covered Drain. Features of the First Welland Canal are noted in red ink. Surveyor measurements and notes can be seen in red and black ink and pencil. Local area landmarks include bridge, barns, ruins of Stone Mill (burnt), Wesbern (Wabern) Hotel and spoil banks. Roads labelled running parallel to Canal is the south Road Allowance. Roads perpendicular to Canal include Road Allowance between 1st and 2nd Concession, Road to Waterloo Ferry, Road Allowance between 2nd and 3rd Concessions. Properties and property owners/renters are identified as follows: A. Augustine, Captain Duffil, O. Farres, I. Schooley, George Augustine, E. Schooley (Schooly), R. and J. Kilmer (Killmer), J. Urich, J. Thompson (Tompson), M. Reeb, G. Wilson, J. Klee, John Steel, E. Augustine, Furry, J. Jackson, Robert House, R. White, J. Crame, D. Saff, J. Kinnard, J. Schooley, Dickson, C. Erhoff, and G. Rother."Village of Petersburgh" - Scale 2 Chs. per Inch "Humberstone" - Scale 4 Chs. per Inch,

Second Welland Canal - Book 3, Survey Map 20 - Village of Port Colborne

Survey map of the Second Welland Canal created by the Welland Canal Company showing the areas in and around Port Colborne and Grantham Township. Identified structures associated with the Canal include Basin, Guard Lock, Two Lock Tender Houses, Lock House Lot, Collectors Office House, Towing Path, North and South Back Ditches, and land reserved for future improvemnt of basin. Surveyor measurements and notes can be seen in red and black ink as well as pencil. Local area landmarks dentified include Bridge, Rail Road Swing Bridge, Spoil Bank, Water Tank, Frazer Street Railway Station, Buffalo and Lake Huron Rail Road, Welland Rail Road, and land reserved for "Gardens for Lock Tenders". Local businesses identified include A.K Scholfield Store House Lot and Wharf, two stores and a tavern. Roads running parallel to Canal include King St., "present Travel Road", and the Southern Road Allowance. Roads running perpendicular to Canal include Kent St., Charlotte St., Clarence St., Princess St., Elgin St., George St., Frazer St., Alma St., Eastern Road Allowance. Properties and property owners are also identified and include P. White, John Flynn, George McMicking, Charles Carter, William H. Merritt, A.K. Scholfield, F. Gallgher, Ed McCabe, M. Smith, E. Lawder, J. Hanley, J. Harris, P. Gibbons, M. McGoveran, M. Madden, J. Hardison, T. Nihan, D. Gibbons, J. Cross, William Mellanby, Elis Gordon, Jane McCardy, L.G. Carter, T. Greenwood, C. Armstrong, J. McGillivray, T. Schofield, Mrs. Lanue, D. Mc_______, K. Minor, J. Manly and John McRae.

Distribuição espaço-temporal das larvas de peixe e sua relação à hidrodinâmica e à qualidade da água no entorno das ilhas do Combu e Murucutu, Belém - PA

No intuito de suprir a carência de informações sobre a comunidade ictioplanctônica da região amazônica, o presente trabalho procurou investigar as variações espaciais e temporais de densidade, diversidade e dos estágios ontogênicos das larvas de peixe, além disso, visou relacionar essas informações à qualidade ambiental da água e às características hidrodinâmicas dos cursos amostrados. As amostragens foram realizadas em outubro/2008, janeiro, abril e julho/2009 de acordo com os períodos climáticos que caracterizam a região. As capturas foram realizadas nos cursos hídricos que margeiam as ilhas do Combu e Murucutu, ou seja, nas águas do rio Guamá, do canal do Benedito e do furo da Paciência, o qual separa as duas ilhas. As larvas foram capturadas através de arrastos superficiais na coluna de água, com uma rede de plâncton cônico-cilíndrica de malha 330 μm, com 0,5 m de diâmetro e 2,5 m de comprimento. Em paralelo a captura das larvas, foram realizadas amostragens superficiais da água para análise de sua qualidade, assim como, foram coletados dados referentes à hidrodinâmica. A análise dos dados consistiu na aplicação das técnicas univariadas (ANOVA) e multivariadas (ACP; RDA). A comunidade de larvas de peixe representada por 4.983 indivíduos que se distribuíram entre as famílias Clupeidae, Engraulidae, Sciaenidae, Carangidae, Tetraodontidae e Hemiramphidae. As famílias Engraulidae e Clupeidae foram dominantes, seguidos pela família Sciaenidae. O pico larval, assim como, a maior densidade do estágio de pré-flexão, ocorreram em outubro/2008, mês incluso na estação seca, o que indica um período de desova na área. No furo da Paciência as larvas foram mais abundantes na extremidade Norte, devido ao maior fluxo de água oriunda do rio Guamá. Além disso, o furo da Paciência que diferiu em termos de densidade larval, representou um local de maior proteção às larvas de peixe, por concentrar a maior quantidade de indivíduos, sobretudo no mês de outubro/2008. Na área Leste do rio Guamá as larvas também foram abundantes, provavelmente por representar uma área menos agitada que a área Oeste. Entre todos os parâmetros analisados, os hidrodinâmicos foram os que apresentaram melhores associações com a comunidade ictioplanctônica. Não houve variação espacial dos estágios ontogênicos durante os quatro meses amostrados, porém ocorreu uma ocupação diferenciada ao nível taxonômico no mês de outubro/2008. Quanto à diversidade e a densidade larval, estas foram consideradas baixas, o que pode estar relacionado à grande influência das águas fluviais na área de estudo. A qualidade de água no entorno das ilhas Combu e Murucutu não representou um fator limitante para as larvas de peixe, portanto o impacto antrópico na área pode ser considerado um fator que ainda não está afetando a desova dos peixes. A dinâmica do fluxo de água no furo da Paciência permitiu definir que existe uma restrição quanto ao transporte de larvas de peixe entre o rio Guamá e o canal do Benedito.

Qualidade da operação na cultura da cana-de-açúcar utilizando cartas de controle

Pós-graduação em Agronomia (Ciência do Solo) - FCAV

Experimental comparative study on vortex-induced motion (VIM) of a monocolumn platform

An analysis methodology is presented as well as a comparison of results obtained from vortex-induced motion (VIM) model tests of the MonoGoM platform, a monocolumn floating unit designed for the Gulf of Mexico. The choice of scale between the model and the platform in which the tests took place was a very important issue that took into account the basin dimensions and mooring design. The tests were performed in three different basins: the IPT Towing Tank in Brazil (Sept. 2005), the NMRI Model Ship Experimental Towing Tank in Japan (Mar. 2007), and the NMRI Experimental Tank in Japan (Jun. 2008). The purpose is to discuss the most relevant issues regarding the concept, execution, and procedures to comparatively analyze the results obtained from VIM model tests, such as characteristic motion amplitudes, motion periods, and forces. The results pointed out the importance of considering the 2DOF in the model tests, i.e., the coexistence of the motions in both in-line and transverse directions. The approach employed in the tests was designed to build a reliable data set for comparison with theoretical and numerical models for VIM prediction, especially that of monocolumn platforms. [DOI: 10.1115/1.4003494]

Effect of a propeller duct on AUV maneuverability

A number of autonomous underwater vehicles, AUV, are equipped with commercial ducted propellers, most of them produced originally for the remote operated vehicle, ROV, industry. However, AUVs and ROVs are supposed to work quite differently since the ROV operates in almost the bollard pull condition, while the AUV works at larger cruising speeds. Moreover, they can have an influence in the maneuverability of AUV due to the lift the duct generates in the most distant place of the vehicle's center of mass. In this work, it is proposed the modeling of the hydrodynamic forces and moment on a duct propeller according to a numerical (CFD) simulation, and analytical and semi-empirical, ASE, approaches. Predicted values are compared to experimental results produced in a towing tank. Results confirm the advantages of the symbiosis between CFD and ASE methods for modeling the influence of the propeller duct in the AUV maneuverability. (C) 2012 Elsevier Ltd. All rights reserved.

Numerical analysis of control surface effects on AUV

Computational fluid dynamics, CFD, is becoming an essential tool in the prediction of the hydrodynamic efforts and flow characteristics of underwater vehicles for manoeuvring studies. However, when applied to the manoeuvrability of autonomous underwater vehicles, AUVs, most studies have focused on the de- termination of static coefficients without considering the effects of the vehicle control surface deflection. This paper analyses the hydrodynamic efforts generated on an AUV considering the combined effects of the control surface deflection and the angle of attack using CFD software based on the Reynolds-averaged Navier–Stokes formulations. The CFD simulations are also independently conducted for the AUV bare hull and control surface to better identify their individual and interference efforts and to validate the simulations by comparing the experimental results obtained in a towing tank. Several simulations of the bare hull case were conducted to select the k –ω SST turbulent model with the viscosity approach that best predicts its hydrodynamic efforts. Mesh sensitivity analyses were conducted for all simulations. For the flow around the control surfaces, the CFD results were analysed according to two different methodologies, standard and nonlinear. The nonlinear regression methodology provides better results than the standard methodology does for predicting the stall at the control surface. The flow simulations have shown that the occurrence of the control surface stall depends on a linear relationship between the angle of attack and the control surface deflection. This type of information can be used in designing the vehicle’s autopilot system.

Dynamic modeling, simulation and control design of a parafoil-payload system for ship launched aerial delivery system (SLADS)

The objective of this research was to develop a high-fidelity dynamic model of a parafoilpayload system with respect to its application for the Ship Launched Aerial Delivery System (SLADS). SLADS is a concept in which cargo can be transfered from ship to shore using a parafoil-payload system. It is accomplished in two phases: An initial towing phase when the glider follows the towing vessel in a passive lift mode and an autonomous gliding phase when the system is guided to the desired point. While many previous researchers have analyzed the parafoil-payload system when it is released from another airborne vehicle, limited work has been done in the area of towing up the system from ground or sea. One of the main contributions of this research was the development of a nonlinear dynamic model of a towed parafoil-payload system. After performing an extensive literature review of the existing methods of modeling a parafoil-payload system, a five degree-of-freedom model was developed. The inertial and geometric properties of the system were investigated to predict accurate results in the simulation environment. Since extensive research has been done in determining the aerodynamic characteristics of a paraglider, an existing aerodynamic model was chosen to incorporate the effects of air flow around the flexible paraglider wing. During the towing phase, it is essential that the parafoil-payload system follow the line of the towing vessel path to prevent an unstable flight condition called ‘lockout’. A detailed study of the causes of lockout, its mathematical representation and the flight conditions and the parameters related to lockout, constitute another contribution of this work. A linearized model of the parafoil-payload system was developed and used to analyze the stability of the system about equilibrium conditions. The relationship between the control surface inputs and the stability was investigated. In addition to stability of flight, one more important objective of SLADS is to tow up the parafoil-payload system as fast as possible. The tension in the tow cable is directly proportional to the rate of ascent of the parafoil-payload system. Lockout instability is more favorable when tow tensions are large. Thus there is a tradeoff between susceptibility to lockout and rapid deployment. Control strategies were also developed for optimal tow up and to maintain stability in the event of disturbances.