Armourstone revetments : will standard design criteria prevent failure? /

Bank stabilization structures are used to prevent the loss of valuable land within the urban environment and the decision for the type of structure used depends on the properties of the stream. In the urban areas of Southern Ontario there is a preference for the use of armourstone blocks as bank stabilization. The armourstone revetment is a free standing stone structure with large blocks of stone layered vertically and offset from one another. During fieldwork at Forty Mile Creek in Grimsby, Ontario armourstone failure was identified by the removal of two stones within one column from the wall. Since the footer stones were still in place, toe scour was eliminated as a cause of failure. Through theoretical, field, and experimental work the process of suction has been identified as a mode of failure for the armourstone wall and the process of suction works similarly to quarrying large blocks of rock off bedrock streambeds. The theory of lateral suction has previously not been taken into consideration for the design of these walls. The physical and hydraulic evidence found in the field and studied during experimental work indicate that the armourstone wall is vulnerable to the process of suction. The forces exerted by the flow and the resistance of the block determine the stability of the armourstone block within the wall. The design of the armourstone wall, high surface velocities, and short pulses of faster flowing water within the profile could contribute to armourstone failure by providing the forces needed for suction to occur, therefore adjustments to the design of the wall should be made in order to limit the effect.

Analysis of the late correspondence between our administration and Great Britain & France, with an attempt to show what are the real causes of the failure of the negotiation.

Ten pieces originally published in the Columbian Centinel. A later edition with imprint New York, Printed for E. Sargeant, 1809, contains two additional pieces.

Welland Canal Survey of Lands Mill Scibes Grand River Dam, n.d.

Survey map of the land for the Mill Scibes Grand River Dam. Created by The Welland Canal Company. Included is a drawing of the land. Noteable features include; Sulphur Creek, post, bridge, Grand River, lot divisions, inside face of embankment. Surveyor notes are seen in pencil on the map.

Photograph - Baie Comeau, LaChasse Dam

A photograph with the caption, "LaChasse dam looking from river to Lake LaChasse".

Photograph - Baie Comeau, Dam at Lake LaChasse

A photograph of the construction of the dam at Lake LaChasse.

Cross sections of Lyons Creek from Cooks Mills Dam to culvert

Cross sections of Lyons Creek from Cooks Mills Dam to culvert (9 pages of charts, graphs and text, handwritten). This is signed by Fred Holmes, May 1857.