Water Stewardship Information Sources

ID 1028
Citation Josephy, A. 2011. An assessment of the most suitable water levels for Osoyoos Lake (Study 1). Prepared for the International Joint Commission.
Organization International Joint Commission
URL http://ijc.org/rel/boards/osoyoos/Study%201%20Final%2020110203.pdf
Abstract/Description or Keywords The focus of this study (Study 1) was to examine the projected 2040 water demand from
Osoyoos Lake and explore ranges of lake elevations that could potentially be used to meet the
demand. The purpose was to examine whether or not it would be necessary to modify the
specifications of the current Order of Approval when it comes up for renewal in order to help
meet the projected demand. The basis for this recommendation was predicated on existing data
and reports. We also considered the views of different stakeholders who are affected by lake
levels. Based on our results, specific recommendations are summarily listed below. From the study results, we do not see a necessity in changing the current Order
specifications related to Osoyoos Lake elevation management. The elevations can be
managed at levels desired by stakeholders affected by lake levels.
ユ Inflows are of primary importance in Osoyoos Lake since storage capacity of the lake is
limited. Therefore, it is worthwhile to explore the option of managing Osoyoos Lake
based on inflows (and having the new Order include inflow based criteria) rather than
elevation targets or using a hybrid management approach.
ユ The percent of the demand that can be met is mainly a function of the amount of inflow
into Osoyoos Lake. Storage in Osoyoos Lake has limited ability to address deficits.
Therefore, there is a need to try to negotiate minimum trans-border flows that are more in
line with historical inflows analyzed in this study rather than agreed upon flows so that a
degree of certainty can be attached to what percentage of the demand can be met.
ユ Instream/fisheries requirements constitute about 90% of the total demand in most months.
Hence, this is the component that will be affected the most in case of a deficit. There is a
need to better quantify the exact implications of not meeting all of these requirements and
come up with minimum required inflows at an acceptable risk in addition to optimal
requirements. This will help manage Osoyoos Lake based on expected inflow amounts
and allow meeting instream/fisheries requirements to the maximum extent possible.
Information Type report
Regional Watershed Okanagan
Sub-watershed if known Osoyoos Lake
Aquifer #
Comments
Project status complete
Contact Name
Contact Email