University Mohammed VI Polytechnic
OP-21: Water Use
Status | Score | Responsible Party |
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5.03 / 6.00 |
Fadwa
BALADI Sustainable Developpement Manager Sustainable Developpement |
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indicates that no data was submitted for this field
Level of ”Physical Risk Quantity” for the institution’s main campus as indicated by the World Resources Institute Aqueduct Water Risk Atlas:
Extremely High
Part 1. Reduction in potable water use per person
Performance Year | Baseline Year | |
Total water withdrawal | 58,635.97 Cubic meters | 69,239.97 Cubic meters |
Potable water use:
Performance Year | Baseline Year | |
Potable water use | 33,029.98 Cubic meters | 48,384.98 Cubic meters |
Start and end dates of the performance year and baseline year (or three-year periods):
Start Date | End Date | |
Performance Period | Jan. 1, 2021 | Dec. 31, 2021 |
Baseline Period | Jan. 1, 2020 | Dec. 31, 2020 |
If end date of the baseline year/period is 2004 or earlier, provide:
The water use baseline was adopted in the year 2020 because our handling provider had precise data from potable water meters in all of our buildings and annexes. This baseline serves as a starting point for tracking and measuring future water usage, and can be used to set targets and evaluate progress towards water conservation goals. By using the year 2020 as the baseline, our handling provider can compare current water usage to a known and consistent standard, which allows for better decision-making and resource management.
Figures needed to determine "Weighted Campus Users":
Performance Year | Baseline Year | |
Number of students resident on-site | 585 | 129 |
Number of employees resident on-site | 0 | 0 |
Number of other individuals resident on-site | 0 | 0 |
Total full-time equivalent student enrollment | 1,557.14 | 1,205 |
Full-time equivalent of employees | 1,052 | 765 |
Full-time equivalent of students enrolled exclusively in distance education | 0 | 351 |
Weighted campus users | 2,103.11 | 1,246.50 |
Potable water use per weighted campus user:
Performance Year | Baseline Year | |
Potable water use per weighted campus user | 15.71 Cubic meters | 38.82 Cubic meters |
Percentage reduction in potable water use per weighted campus user from baseline:
59.54
Part 2. Reduction in potable water use per unit of floor area
Performance Year | Baseline Year | |
Gross floor area | 120,030.25 Gross square meters | 115,215.07 Gross square meters |
Potable water use per unit of floor area:
Performance Year | Baseline Year | |
Potable water use per unit of floor area | 0.28 Cubic meters per square meter | 0.42 Cubic meters per square meter |
Percentage reduction in potable water use per unit of floor area from baseline:
34.47
Part 3. Reduction in total water withdrawal per unit of vegetated grounds
Performance Year | Baseline Year | |
Vegetated grounds | 818,140.72 Hectares | 816,350.72 Hectares |
Total water withdrawal per unit of vegetated grounds:
Performance Year | Baseline Year | |
Total water withdrawal per unit of vegetated grounds | 0.07 Cubic meters per hectare | 0.08 Cubic meters per hectare |
Percentage reduction in total water withdrawal per unit of vegetated grounds from baseline:
15.50
Optional Fields
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A brief description of the institution's water recovery and reuse initiatives:
• Recovered gray water is sent to a wastewater treatment plant. This water is first mixed with activated carbon before being disinfected under UV rays and then with chlorine.
• Rainwater and gray water are conveyed to a basin which consists of two tanks, respectively, of 600 m3 and 225 m3.
• A pressure unit at the pool outlet of 15m3/h at 6.5 bars is responsible for ensuring the necessary flow rate and sufficient pressure for the various irrigation systems.
• A filtration system after the pressure group prevents possible obstructions of the irrigation elements.
• Then, 2 dosing pumps allowing, by means of a tapping on the irrigation water pipe, the fertilization and the application of chlorine for disinfection depending on the needs in a circuit of recirculation to the tank. These two pumps are currently not functional and do not fulfill the fertilization mission accordingly.
• In case of lack of water at the level of the basin, irrigation is supplied thanks to the three existing wells, which pump water directly towards the irrigation network
• Rainwater and gray water are conveyed to a basin which consists of two tanks, respectively, of 600 m3 and 225 m3.
• A pressure unit at the pool outlet of 15m3/h at 6.5 bars is responsible for ensuring the necessary flow rate and sufficient pressure for the various irrigation systems.
• A filtration system after the pressure group prevents possible obstructions of the irrigation elements.
• Then, 2 dosing pumps allowing, by means of a tapping on the irrigation water pipe, the fertilization and the application of chlorine for disinfection depending on the needs in a circuit of recirculation to the tank. These two pumps are currently not functional and do not fulfill the fertilization mission accordingly.
• In case of lack of water at the level of the basin, irrigation is supplied thanks to the three existing wells, which pump water directly towards the irrigation network
A brief description of the institution's initiatives to replace plumbing fixtures, fittings, appliances, equipment, and systems with water-efficient alternatives:
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Website URL where information about the institution’s water conservation and efficiency efforts is available:
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Additional documentation to support the submission:
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Data source(s) and notes about the submission:
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The information presented here is self-reported. While AASHE staff review portions of all STARS reports and institutions are welcome to seek additional forms of review, the data in STARS reports are not verified by AASHE. If you believe any of this information is erroneous or inconsistent with credit criteria, please review the process for inquiring about the information reported by an institution or simply email your inquiry to stars@aashe.org.