Just like surface water, groundwater quality can be diminished due to the effects of human use. Groundwater quality can be diminished from contamination of chemicals seeping into the ground, sewage contamination leaching into aquifers or from saltwater infiltration where saline water enters a freshwater aquifer.
In areas with older septic tanks, sewage waste can leach into the aquifer rendering nearby wells useless. Leaching of these contaminants is not limited to unconfined aquifers near the surface as contaminants can percolate deep into confined aquifers. If a water source becomes contaminated, it must undergo a remediation process in order to be usable. Remediation is a process of removing contaminants and making the source of water clean. Remediation of aquifers is more difficult than remediation of surface water sources, and the deeper the aquifer the more difficult the process becomes.
In areas with older septic tanks, sewage waste can leach into the aquifer rendering nearby wells useless. Leaching of these contaminants is not limited to unconfined aquifers near the surface as contaminants can percolate deep into confined aquifers. If a water source becomes contaminated, it must undergo a remediation process in order to be usable. Remediation is a process of removing contaminants and making the source of water clean. Remediation of aquifers is more difficult than remediation of surface water sources, and the deeper the aquifer the more difficult the process becomes.
Saline infiltration is another complication that can negatively affect aquifer quality. Although saline infiltration is most often a concern with deeper aquifers, it can also be problematic in aquifers at the surface. Saline infiltration can occur when an aquifer is being pumped too intensely, resulting in a low pressure zone forming very close to the deepest part of the aquifer. This low pressure zone draws water from the surrounding area and if the unit below the aquifer contains saline water, this is what will be drawn into the pumping well. Once saline water infiltrates the producing aquifer, the well is no longer useable.
Another concern for groundwater users is maintaining a usable quantity of groundwater. It is important to note that when water loses its quality, the overall quantity of useable water is decreased however; water quantity can be impacted directly through withdrawing groundwater.
Extensive groundwater withdrawal can result in overdrafts. Once a well begins to be pumped, a cone of depression is formed around it. When two wells are near each other their cones of depression can intersect and form an interference zone. In regions where overdrafts are widespread, land subsidence can occur.
A well needs to be installed in order to get water out of the ground. A hole is drilled down into the ground until the water table is reached. The hole will extend deeper into the water table so that it can take in more water. Older wells will be operated manually (imagine a bucket on a string collecting water). However, most modern wells are automated, meaning that a pump will move the water out of the well.
Overdrafts refer to groundwater that is withdrawn from the aquifer and that will not be replaced by recharge. Essentially, when this water is removed, it is not replaced naturally. In areas where groundwater is pumped heavily, overdrafts cause the water table to move lower in the aquifer.
Overdrafts can occur especially during times of drought, when alternative water sources are required. Drought can exacerbate groundwater quantity challenges if withdrawals are not managed properly.
Before pumping begins, the water table has a smooth, flat surface. After pumping however, there is a sizable hole around the pumping well and an unsaturated zone which extends deeper around the well. This is called a cone of depression because of the cone shape caused by pumping. In many areas, there will be multiple wells pumping from the same aquifer. In Figure 1 there are two wells drawing from the same aquifer. Each well has its own cone of depression.
An interference zone is a large unsaturated zone in the area in between two wells where their cones of depression meet. If two wells drawing from the same aquifer are close enough, their cones of depression will overlap creating an interference zone. These interference zones are quite complex. In some cases, an interference zone results in overdrafts. When the overdrafts become larger, the wells will no longer be able to pump groundwater because the water table has been lowered below the bottom of the well.
![Figure 1: Water withdrawal from an aquifer. This figure shows two wells pumping from the same aquifer. The upper diagram shows the cones of depression if only one of the wells was pumping, while the bottom diagram shows the combined cone of depression when both wells are pumping. This is known as well interference [5].](https://waterportal.ca/wp-content/uploads/2015/03/Water-withdrawal-from-an-aquifer.jpg)
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Ross has extensive executive experience in Operations, Governance, Information Technology and Strategy at the board and senior management level including Mancal Corporation, Mancal Energy, Highridge Exploration and Atlantis Resources. He has worked in Oil and Gas, Coal, Commercial Real Estate, Portfolio Management, Recreation, Retail and Water and Wastewater Treatment. His experience is also geographically diverse having overseen operations in Canada, the United States, United Kingdom and Northern Ireland. Additionally, he has been on the board of companies with operations in Argentina, Azerbaijan, Barbados, Kazakhstan, and Russia. He has served on numerous Public, Private and Not for Profit Boards across a number of industries.
Ross has been active on several industry Boards and committees including the Canadian Association of Petroleum Producers (CAPP) and The Schulich School of Engineering Industry Advisory Council at the Schulich School of Engineering.
Brian is a seasoned Cleantech entrepreneur with a proven history of successfully bringing complex water technologies to the market. With over 25 years of experience, he has led various organizations to achieve significant milestones in the industry.
Having started as the founding CEO of the Pressure Pipe Inspection Company (PPIC) and later taking the helm at the Water Technology Acceleration Project (WaterTAP), Brian’s entrepreneurial spirit has been instrumental in driving innovation and growth within the sector.
He is an active investor in the cleantech sector and has served on many boards including the Ontario Clean Water Agency.
Actively engaged in industry associations like AWWA, WEF, IWA, and ASCE, Brian enjoys collaborating with fellow professionals to promote advancements in the field.
Brian holds an undergraduate degree and a PhD in Physics from Queen’s University, which has provided him with a solid technical foundation. As a member of the Institute of Corporate Directors, he brings valuable insights to corporate governance.