Javascript must be enabled to continue!
Results of the Orangeville-Fergus 3-D sediment mapping project
View through CrossRef
The Orangeville-Fergus 3D sediment mapping project was undertaken between 2008 and 2015. The 1550 km2 study area is situated above the Niagara Escarpment between Waterloo Region and the city of Orangeville. The study area is centered on the sand and gravel
Orangeville Moraine which forms the headwaters of the Nottawasaga Valley, Grand River and Credit Valley Conservation Authorities. Forty-three new boreholes were drilled and these, together with new geophysical surveying, surface sampling and analysis of a significant volume of legacy data, were the
basis for the creation of a 3D model. The model is underpinned by a conceptual geological framework which subdivides the Quaternary sediments into 16 hydrostratigraphic units. The units are identified on the basis of age and sediment characteristics resulting from deposition in different
environments. Each unit typically contains a range of sediment textures resulting from depositional facies changes and short-term or localized changes in ice-margins, lake levels, sediment sources and water velocities.
Undifferentiated southward dipping Paleozoic bedrock forms the basal hydrostratigraphic unit across the area. A new bedrock topographic surface significantly refines previous provincial-scale mapping studies. Broad lows and resistant bedrock highs, deeply incised re-entrant bedrock valleys extending
back from the Niagara Escarpment and narrow rectilinear buried valleys characterise the surface.
A series of older tills confine the bedrock aquifer and small sediment aquifers in the western portion of the area. Catfish Creek Till, deposited during the last glacial maximum, is mapped across most of the area, thinning then pinching out towards the Niagara Escarpment. The till forms a regionally
significant aquitard that can be detected in many low quality records and is considered to be an important stratigraphic marker. As the ice thinned and began to break up, a lake formed within the interlobate zone between the retreating ice fronts. Small sand and gravel fans were buried by up to 20 m
of silt and clay in the central part of the lake. The readvance of lobate ice initiated deposition of the thick centrally located Orangeville Moraine. The moraine is characterised by a hummocky surface and coarse gravel to sand ice-proximal sediments in the northeast. The surface becomes
progressively smoother and the sediments shift to fine-textured sand, sandy silt and silt towards the distal flanks. These fine-textured sediments can be expected to complicate local groundwater flow paths through the sediment package. The moraine forms an important groundwater recharge area,
particularly in the hummocky and coarse-textured zones. The ice continued to advance, and partially overrode the moraine. A series of tills were deposited and these form the upper aquitard across much of the area. Outwash cobbles and gravels were deposited in channels incised into the till as the
ice retreated and these form unconfined aquifers across the area. The final readjustment of the retreating ice lobes resulted in the construction of the hummocky, Paris and Singhampton end moraines in the southeast and northeast corners of the study area, respectively. The moraines are characterised
by discontinuous beds of diamicton and course-textured stratified sediment, providing recharge potential despite classification as an aquitard.
The development of an evidenced-based 3D hydrostratigraphic model in the Orangeville-Fergus area has provided the first opportunity for a detailed examination of the lateral extent, thickness and composition of regional-scale sediment packages. Surface and buried sediments forming aquifers have been
identified and described. This information is intended to inform source water protection and land use planning.
Title: Results of the Orangeville-Fergus 3-D sediment mapping project
Description:
The Orangeville-Fergus 3D sediment mapping project was undertaken between 2008 and 2015.
The 1550 km2 study area is situated above the Niagara Escarpment between Waterloo Region and the city of Orangeville.
The study area is centered on the sand and gravel
Orangeville Moraine which forms the headwaters of the Nottawasaga Valley, Grand River and Credit Valley Conservation Authorities.
Forty-three new boreholes were drilled and these, together with new geophysical surveying, surface sampling and analysis of a significant volume of legacy data, were the
basis for the creation of a 3D model.
The model is underpinned by a conceptual geological framework which subdivides the Quaternary sediments into 16 hydrostratigraphic units.
The units are identified on the basis of age and sediment characteristics resulting from deposition in different
environments.
Each unit typically contains a range of sediment textures resulting from depositional facies changes and short-term or localized changes in ice-margins, lake levels, sediment sources and water velocities.
Undifferentiated southward dipping Paleozoic bedrock forms the basal hydrostratigraphic unit across the area.
A new bedrock topographic surface significantly refines previous provincial-scale mapping studies.
Broad lows and resistant bedrock highs, deeply incised re-entrant bedrock valleys extending
back from the Niagara Escarpment and narrow rectilinear buried valleys characterise the surface.
A series of older tills confine the bedrock aquifer and small sediment aquifers in the western portion of the area.
Catfish Creek Till, deposited during the last glacial maximum, is mapped across most of the area, thinning then pinching out towards the Niagara Escarpment.
The till forms a regionally
significant aquitard that can be detected in many low quality records and is considered to be an important stratigraphic marker.
As the ice thinned and began to break up, a lake formed within the interlobate zone between the retreating ice fronts.
Small sand and gravel fans were buried by up to 20 m
of silt and clay in the central part of the lake.
The readvance of lobate ice initiated deposition of the thick centrally located Orangeville Moraine.
The moraine is characterised by a hummocky surface and coarse gravel to sand ice-proximal sediments in the northeast.
The surface becomes
progressively smoother and the sediments shift to fine-textured sand, sandy silt and silt towards the distal flanks.
These fine-textured sediments can be expected to complicate local groundwater flow paths through the sediment package.
The moraine forms an important groundwater recharge area,
particularly in the hummocky and coarse-textured zones.
The ice continued to advance, and partially overrode the moraine.
A series of tills were deposited and these form the upper aquitard across much of the area.
Outwash cobbles and gravels were deposited in channels incised into the till as the
ice retreated and these form unconfined aquifers across the area.
The final readjustment of the retreating ice lobes resulted in the construction of the hummocky, Paris and Singhampton end moraines in the southeast and northeast corners of the study area, respectively.
The moraines are characterised
by discontinuous beds of diamicton and course-textured stratified sediment, providing recharge potential despite classification as an aquitard.
The development of an evidenced-based 3D hydrostratigraphic model in the Orangeville-Fergus area has provided the first opportunity for a detailed examination of the lateral extent, thickness and composition of regional-scale sediment packages.
Surface and buried sediments forming aquifers have been
identified and described.
This information is intended to inform source water protection and land use planning.
Related Results
The Change Law and Formation Cause of Sediment Erosion and Deposition in the Three Gorges Reservoir in the Past 20 Years
The Change Law and Formation Cause of Sediment Erosion and Deposition in the Three Gorges Reservoir in the Past 20 Years
During the past 20 years of the Three Gorges Reservoir impoundment , the incoming water and sediment conditions have changed constantly in the upper reaches of the Three Gorges, re...
Estimation of Sediment Load in Arun River Basin
Estimation of Sediment Load in Arun River Basin
The single sediment rating equation is often used to estimate the suspended load in river, The sediment concentration is assumed as a function of mean daily discharge using a power...
Sediment Transport On The River Bandon, Co. Cork, Ireland
Sediment Transport On The River Bandon, Co. Cork, Ireland
This thesis analyses sediment transport on the River Bandon, Co. Cork, Ireland. Bedload transport and suspended sediment transport were monitored on the River Bandon over an extend...
Diffused and localized sediment production processes in a distributed transport model
Diffused and localized sediment production processes in a distributed transport model
<p>The identification of preferential sediment production areas within a river basin is essential to improve predictions of sediment load and its sources, and to iden...
Secular Sediment Waves, Channel Bed Waves, and Legacy Sediment
Secular Sediment Waves, Channel Bed Waves, and Legacy Sediment
Abstract
The concept of sediment waves is reviewed and clarifications are proposed for nomenclature concerning vertical channel responses to large fluvial sedimen...
Subsurface as a bioreactor : interaction between physical heterogeneity and microbial processes
Subsurface as a bioreactor : interaction between physical heterogeneity and microbial processes
Infiltration systems are water treatment technologies where water vertically percolates through porous media while several biogeochemical processes occur. Biofilms are the main res...
Research on the Distribution Characteristics of Sediment Concentration in Haizhou Bay Based on Remote Sensing Technology and Water-Sediment Diffusion Theory
Research on the Distribution Characteristics of Sediment Concentration in Haizhou Bay Based on Remote Sensing Technology and Water-Sediment Diffusion Theory
Suspended sediment concentration affects the erosion and deposition of estuaries and coastal zones, and affects channel construction and safety. Sediment settling velocity controls...
Effects of Flow Depth and Sediment Size on Near Bed Hydraulics and Sediment Mobility in Open Channel Flow
Effects of Flow Depth and Sediment Size on Near Bed Hydraulics and Sediment Mobility in Open Channel Flow
Accurate prediction of sediment mobility in open channel flows is essential for effective river engineering and sediment management. This study examines the combined influence of f...

