Submitted:
31 October 2023
Posted:
01 November 2023
You are already at the latest version
Abstract
Keywords:
1. Introduction
2. Methods
2.1. Study Area
- Water Rights Limitations: The critical issue of fully encumbered water rights in Douglas County has created a barrier to new developments in acquiring water supply. Without the possibility of accessing additional rights, new developers must resort to alternative strategies to meet the water demand of their projects.
- Reliance on Groundwater: Douglas County's heavy reliance on groundwater, particularly from the Denver Basin Aquifer, poses sustainability challenges due to its limited or negligible annual recharge. Decreasing this dependence is contingent on the exploration of new surface water resources.
- Diversified Water Management Approach: Dominion Water has adopted a multi-pronged approach to meet the water demand of Sterling Ranch. This includes utilizing junior rights to surface flows, reclaimed effluent, groundwater, potential rainwater harvesting, and the purchase of WISE water, reflecting a comprehensive strategy that integrates multiple water sources.
- WISE Partnership (2012): The Water Infrastructure Supply and Efficiency partnership, involving Aurora Water, Denver Water, and several communities in the Douglas County South Metro Water Supply Authority, including Dominion Water, highlights the collaborative effort to manage and distribute water resources efficiently. This intergovernmental agreement is aimed at optimizing the use of water resources and ensuring that excess water from Aurora and Denver is made available to other participating communities.
- Long-term Implications: While developers and water providers initially bear the capital risk, the long-term implications of water management fall on customers who will face potential challenges related to utilities and fees.
2.2. Risk Analysis
2.3. Decision Analysis
2.3.1. Multiple Attribute Value Theory (MAVT)
2.3.2. Analytic Hierarchy Process (AHP)
4. Results and Discussions
4.1. Risk and Uncertainty Analysis
4.2. Decision Analysis
5. Conclusion and Future Direction
Supplementary Materials
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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| Future Water Supply Demand Risk Factor | ||
|---|---|---|
| Gap (Acre-Feet/Year) | Decrease rate* | Decrease Level* |
| 30 – 50% | High | |
| 15 – 30% | Medium | |
| 0 – 15% | Low | |
| Factors | Increase Rate* | Definition of Increase Level* |
| Population | 30 - 50% | High |
| 15 - 30% | Medium | |
| 8 - 15% | Low | |
| Temperature | 2 - 3% | High |
| 1 - 2% | Medium | |
| 0 - 1% | Low |
| Decrease Level | Decrease Rate | Water Supply Demand Gap Decrease |
|---|---|---|
| High | 50% | 8943 (Acre-Feet/Year) |
| Medium | 30% | 5366 (Acre-Feet/Year) |
| Low | 20% | 2683 (Acre-Feet/Year) |
| P [Stress = High | Risk Factor = (High, Medium, Low)] | P (Risk Factor = High | Stress = High) |
|---|---|
| P (stress = high | population growth = high) = 0.64 | P (population growth = high | stress = high) = 0.6147 |
| P (stress = high | population growth = medium) = 0.09 | |
| P (stress = high | population growth = low) = 0 | |
| P (stress = high | temperature increase = high) = 0.687 | P (temperature increase = high | stress = high) = 0.8012 |
| P (stress = high | temperature increase = medium) = 0.042 | |
| P (stress = high | temperature increase = low) = 0 | |
| P (stress = high | water supply demand gap decrease = high) = 0.286 | P (water supply demand gap decrease = high | stress = high) = 0.1373 |
| P (stress = high | water supply demand gap decrease = medium) = 0.205 | |
| P (stress = high | water supply demand gap decrease = low) = 0.238 |
| Alternative | Risks | Mean Capital Cost per Acre-Foot (AF) | High Negative Water Gap* | Medium Negative Water Gap* | Low Negative Water Gap* | Cost Range |
|---|---|---|---|---|---|---|
| Purchase Water Rights | Junior rights; Competing agricultural needs; timing of availability; susceptibility to disruption | $7,417** | 8943 AF | 5366 AF | 2683 AF | $20-66M |
| Ground Water Pumping and Recharge | Efficacy and cost of recharge; impacts to human health; susceptibility to disruption | $3,795** | 8943 AF | 5366 AF | 2683 AF | $10-34M |
| Expand Existing Storage Reservoirs | Need for infrastructure; impacts to environment; susceptibility to disruption | $2,200** | 8943 AF | 5366 AF | 2683 AF | $5-19M |
| Mean Capital Cos ($M) | Rank |
| 5 - 20 | 1 |
| 21 - 35 | 2 |
| 36 - 50 | 3 |
| 51 - 65 | 4 |
| 66 - 80 | 5 |
| Mean Time to be Effective (Years) | Rank |
| 0 - 5 | 1 |
| 6 - 10 | 2 |
| 11 - 15 | 3 |
| 16 - 20 | 4 |
| 21 - 25 | 5 |
| Maintenance Cost to Mitigate Risks ($M) | Rank |
| 0-5 | 1 |
| 6-10 | 2 |
| 11-15 | 3 |
| 16-20 | 4 |
| 21-25 | 5 |
| Susceptibility to Disruption (%) | Rank |
| 0-20 | 1 |
| 21-40 | 2 |
| 41-60 | 3 |
| 61-80 | 4 |
| 81-100 | 5 |
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