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| Type: | Resource | |
| Storage: | The size of this resource is 87.7 MB | |
| Created: | Apr 28, 2026 at 2:26 a.m. (UTC) | |
| Last updated: | Apr 28, 2026 at 3:03 p.m. (UTC) (Metadata update) | |
| Published date: | Apr 28, 2026 at 3:03 p.m. (UTC) | |
| DOI: | 10.4211/hs.f00a71f1f6744630ad63d74cab26a8ed | |
| Citation: | See how to cite this resource |
| Sharing Status: | Published |
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| Views: | 152 |
| Downloads: | 11 |
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Abstract
Minimum drawdown elevations have not been defined for Lake Powell, which is a gap in Lake Powell’s management that threatens hydropower generation and downstream ecosystems. To resolve this gap, we ran nine simulations using the Colorado River Simulation System (CRSS) model to evaluate four potential minimum drawdown elevation thresholds. The scenarios implemented two inflow based operational rules. An elevation of 3,500 ft is the preferred minimum drawdown elevation because it balances basin demands, ecosystem stability, and hydropower performance.
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This resource is shared under the Creative Commons Attribution CC BY.
http://creativecommons.org/licenses/by/4.0/
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