Chart of approximate quantity of excavation in slides in the deep cut

Chart of approximate quantity of excavation in slides in the deep cut, July 1, 1848.

Abstract of quantity of excavation for lock no.12

Abstract of quantity of excavation for lock no.12, July 4, 1854.

Power of water discharged over breach of weir

Power of water discharged over breach of weir (1 page, handwritten), n.d.

General return (copy) showing the quantity of each article transported on the Welland Canal during the year ending January 5th 1857 (Port Robinson)

General return (copy) showing the quantity of each article transported on the Welland Canal during the year ending January 5th 1857 (Port Robinson) (2 pages), 1857.

General return showing the quantity of each article transported on the Welland Canal during the year ending 1857 and the amount of tolls collected thereon (Port of Maitland)

General return showing the quantity of each article transported on the Welland Canal during the year ending 1857 and the amount of tolls collected thereon (Port of Maitland) (2 page, printed blank), 1857.

General return showing the quantity of each article transported on the Welland Canal during the year ending December 31st, 1858

General return showing the quantity of each article transported on the Welland Canal during the year ending December 31st, 1858 and the amount of tolls collected thereon (Port of Maitland). This is signed by William Turner, collector (2 page, printed blank), 1858.

General return showing the quantity of each article transported on the Welland Canal during the year ending on the 31st of December 1858

General return showing the quantity of each article transported on the Welland Canal during the year ending on the 31st of December 1858 and the tolls collected thereon (office at Port Robinson) (2 pages), 1858.

General return showing the quantity of each article transported on the Welland Canal (Port Robinson)

General return showing the quantity of each article transported on the Welland Canal (Port Robinson) during the year ending on the 31st of December 1860 and the amount of tolls collected thereon, 1860.

General return showing the quantity of each article transported on the Welland Canal during the year ending the 31st of December 1860 and the amount of tolls collected thereon

General return showing the quantity of each article transported on the Welland Canal during the year ending the 31st of December 1860 and the amount of tolls collected thereon. This document was mouldy (now inactive). This does not affect the text. It is signed by William Turner, collector (office at Port Maitland), 1860.

General return showing the quantity of each article transported on the Welland Canal during the year ending the 31st of December 1861

General return showing the quantity of each article transported on the Welland Canal during the year ending the 31st of December 1861 (office at Port Maitland) (2 pages), 1861.

General return (copy) showing the quantity of each article transported on the Welland Canal during the year ending the 31st of December 1861

General return (copy) showing the quantity of each article transported on the Welland Canal during the year ending the 31st of December 1861 and the amount of tolls collected thereon (office at Port Robinson), 1861.

Statement showing the totals of the quantity of each class of articles transported on the Welland Canal during the years ending on the 31st of December 1857-1861

Statement showing the totals of the quantity of each class of articles transported on the Welland Canal during the years ending on the 31st of December 1857-1861 and the amount of tolls collected thereon 2 ½ page, hand drawn chart), Dec. 31, 1861.

Statement of the quantity of each article transported on the Welland Canal during the years 1857- 1861 from the Welland Canal Office, Dunnville

Statement of the quantity of each article transported on the Welland Canal during the years 1857- 1861 from the Welland Canal Office, Dunnville. [This is a package containing charts and sections of charts – in total, 26 pieces of hand drawn charts wrapped in a piece of paper], 1862.

Investigations on Structural response of Water Backed Perforated plates

The study envisaged herein contains the numerical investigations on Perforated Plate (PP) as well as numerical and experimental investigations on Perforated Plate with Lining (PPL) which has a variety of applications in underwater engineering especially related to defence applications. Finite element method has been adopted as the tool for analysis of PP and PPL. The commercial software ANSYS has been used for static and free vibration response evaluation, whereas ANSYS LS-DYNA has been used for shock analysis. SHELL63, SHELL93, SOLID45, SOLSH190, BEAM188 and FLUID30 finite elements available in the ANSYS library as well as SHELL193 and SOLID194 available in the ANSYS LS-DYNA library have been made use of. Unit cell of the PP and PPL which is a miniature of the original plate with 16 perforations have been used. Based upon the convergence characteristics, the utility of SHELL63 element for the analysis of PP and PPL, and the required mesh density are brought out. The effect of perforation, geometry and orientation of perforation, boundary conditions and lining plate are investigated for various configurations. Stress concentration and deflection factor are also studied. Based on these investigations, stadium geometry perforation with horizontal orientation is recommended for further analysis.Linear and nonlinear static analysis of PP and PPL subjected to unit normal pressure has been carried out besides the free vibration analysis. Shock analysis has also been carried out on these structural components. The analytical model measures 0.9m x 0.9m with stiffener of 0.3m interval. The influence of finite element, boundary conditions, and lining plate on linear static response has been estimated and presented. Comparison of behavior of PP and PPL in the nonlinear strain regime has been made using geometric nonlinear analysis. Free vibration analysis of the PP and PPL has been carried out ‘in vacuum’ condition and in water backed condition, and the influence of water backed condition and effect of perforation on natural frequency have been investigated.Based upon the studies on the vibration characteristics of NPP, PP and PPL in water backed condition and ‘in vacuum’ condition, the reduction in the natural frequency of the plate in immersed condition has been rightly brought out. The necessity to introduce the effect of water medium in the analysis of water backed underwater structure has been highlighted.Shock analysis of PP and PPL for three explosives viz., PEK, TNT and C4 has been carried out and deflection and stresses on plate as well as free field pressure have been estimated using ANSYS LS-DYNA. The effect of perforations and the effect of lining plate have been predicted. Experimental investigations of the measurement of free field pressure using PPL have been conducted in a shock tank. Free field pressure has been measured and has been validated with finite element analysis results. Besides, an experiment has been carried out on PPL, for the comparison of the static deflection predicted by finite element analysis.The distribution of the free field pressure and the estimation of differential pressure from experimentation and the provision for treating the differential pressure as the resistance, as a part of the design load for PPL, has been brought out.