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1. 2 AGENDAAGENDA General context ONEP’s Policy to cope with CC  Demand Management  Use of unconventional water resources  R&D and KMConclusion General.

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Presentation on theme: "1. 2 AGENDAAGENDA General context ONEP’s Policy to cope with CC  Demand Management  Use of unconventional water resources  R&D and KMConclusion General."— Presentation transcript:

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2 2 AGENDAAGENDA General context ONEP’s Policy to cope with CC  Demand Management  Use of unconventional water resources  R&D and KMConclusion General context ONEP’s Policy to cope with CC  Demand Management  Use of unconventional water resources  R&D and KMConclusion

3 VARIABILITY IN SPACE AND TIME 3

4  Flood  Social problems Impact

5 ONEE Water Branch acts and Figures- 2009  Turnover : 400 Millions Euros  Production : 862 Millions M 3  Equiped flow : 50,2 m3/s  Treatment plants : 57 units  Centres of intervention (water supply) : 562  Customers Potable Water : 1.406.918  Centres of intervention ( sanitation) : 72 centres  Sanitation customers : 556.000  National Access rate for potable water : 94 %  Staffing : 7265

6 ONEE Water Branch  Turnover : 400 Millions Euros  Production : 932 Millions M 3  Equiped flow : 50,2 m3/s  Treatment plants : 57 units  Centres of intervention (water supply) : 600  Customers Potable Water : 1.543 000  National Access rate for potable water : 94 %  Staff : 7265

7  NRW management To reduce NRW rate from 30 % to 20% Real losses management Leakage control Leakage repair (speed and quality of repairs) Pressure management Pipeline and asset management Apparent losses Customer meter inaccuracy Unauthorised consumption Meter reading errors Data handling and accounting errors  Public Awareness : to reduce consumption  results : 130 l/capita/day to 70 l/capita/day

8  Pricing :  Public Awareness : to reduce consumption  results : 130 l/capita/day to 70 l/capita/day 8

9 A leak with hole 5mm diameter /1 year 9 4 Olympic swimming pools

10 Desalination CityProcessFeed WaterCapacity(m3/d)Starting Working Tarfaya Boujdour Tarfaya Smara Boujdour Laayoune Tarfaya Tan-Tan ED MVC RO Brackish Water Sea Water Brackish Water Sea Water Brackish Water 75 250 120 330 800 7000 800 1728 1976* 1977* 1983* 1986* 1995 2001 2002 10 *in cessation CityProcessFeed WaterCapacity(m3/d)Operation date Khouribga khenifra Tan-Tan Agadir Nador Essaouira Sidi Ifni Guelmim Dakhla Al Hoceima RO Brackish Water Sea Water 30 000 11,300 100.000 43.000 50.000 13.000 6.000 8.600 2011 2012

11 11  The potential of wastewaters : 600 Mm 3 /year Only less than 24% of wastewater is treated  National Plan of Liquid Sanitation to reduce by 50 % plolltion 3 projects in industrial activity: Reuse of treated wastewater for washing phosphate (Khouribga, and El Bengrir Youssoufia) Study concerning wastewater reuse for agriculture in the cities of Al Houceima, Imzouren, Bni Bouayach et Targuist)

12  Mechanism of climate change and paleo climate  Decision system (on GIS)for selecting an alternative solution  Strategic tool for resources planning and development  Complete the system with others data ( pipelines and others hydraulics infrastructure  To put system on the web R&D : PROJECT 12

13  The project outputs are: - A detailed paleoclimate of Morocco to understanding The mechanisms of groundwater recharge deep south of Morocco in the precipitation of Morocco does not exceed 100 mm. - Development of a climate prediction system based on global sytems (World clim, FAO Clim, NASA) - Development of a GIS water containing several thematic layers: spatial data, administrative boundaries, infrastructure, land use, satellite imagery, digital terrain models, Geology, Climatology, Hydrology, Hydrogeology

14 Figure: Visualisation de DRE sur ArcCatalog Figure: Average Precipitations Figure: Precipitations in 2020 Figure: Example climatic layers

15 Figure : Photo de peinture rupestres à Tantan Figure : Accès à l’eau en 2004 en 3D sur GoogleEarthFigure : Captages ONEP sur GoogleEarth Figure : Photo de peinture rupestres à Ait Ouazik

16 16  The objective of the project was the feasibility study of using Brakish water (15 g/l) to supply the city of Tantan instead of using sea water desalination.  The project was conducted with EMI and consisted on Geological, hydrological and hydrological studies, completed by isotopic analysis long term pumping test.

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18 18  The finding of the research is : The large reserves of brackish fossil water in the Cretaceous basin constitute a real alternative, much more interesting than the desalination of sea water  This project has resulted in savings more than US $ 2.5 million in terms of investment and more economic in terms of operating  The solution is also environmentally interesting: - Less Brine - Less GHG Emission

19  ONEE as water utility is impacted by CC  ONEE’s strategy to cope with CC is based on  Demand Management  Use of unconventional water resources  R&D and capacity building  ONEE strategy is part of an overall government strategy for IWRM and CC 19

20 20 mjaait@iea.ma


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