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Haalbaarheidstudie: regenwater opvangen en benutten op luchthaven Schiphol

  • January 2014
Authors:
Martijn Kuller at Utrecht University
Martijn Kuller
  • Utrecht University
Nanco Dolman at Deltares
Nanco Dolman
Marc Spiller at University of Antwerp
Marc Spiller
Jan Vreeburg at Wageningen University & Research
Jan Vreeburg
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Abstract and Figures

Voor een effectieve bescherming van beschikbare (zoet)waterbronnen is het opvangen en benutten van regenwater op regionale schaal noodzakelijk, evenals het vergroten van de regionale zelfvoorzienendheid. Deze studie op het terrein van luchthaven Schiphol laat zien dat regenwateropvang van verschillende oppervlakten haalbaar is, maar dat voor volledige dekking een vrij grote berging noodzakelijk is.
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Figures - uploaded by Nanco Dolman
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All figure content in this area was uploaded by Nanco Dolman
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Content uploaded by Nanco Dolman
Author content
All content in this area was uploaded by Nanco Dolman on Jun 09, 2016
Content may be subject to copyright.
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Assessment of Rainwater Availability by Building Type and Water Use Through GIS-based Scenario Analysis
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Scenario analysis of rainwater harvesting and utilization (RWHU) was performed considering various non-potable water uses in different building types over a year. Six building types were identified in the study area using GIS data: residential houses, offices, commercial buildings, restaurants, public buildings, and “others”. Rainwater storage capacity was considered as 30 mm rainwater depth. Water demand for each building type was calculated as the sum of the individual water uses for toilet flushing, air conditioning, garden irrigation, and cleaning defined in this study as “miscellaneous usages”. To incorporate water quality considerations, rainwater with suspended solids level of less than 2 mg l−1 was used as the quality criterion. The RWHU scenario was compared with other storage and water use scenarios. This study quantified the rainwater availability throughout a year and its seasonal variation and consumption in each building type. The analysis clarified the effectiveness of rainwater utilization for supplementing existing water resources.
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Using Recycled Water for Non-Potable, Urban Uses: A Review with Particular Reference to Toilet Flushing
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This paper summarises the current non-potable, urban use of reclaimed water with particular reference to toilet flushing. It compares water quality standards for reclaimed water, the volumes of water required for toilet flushing and the qualities of greywater and domestic sewage that have previously been used for reuse. Worldwide examples of reuse schemes are presented with particular detail to two key European sites where greywater has been used for toilet flushing, the Millennium Dome in the UK and a residential block of flats in Annecy, France. It was demonstrated that the interest in water reuse is growing steadily, not only in acknowledged water deficient areas, but also in countries which have not historically appeared to have a water supply problem. The latter include Northern European States such as Belgium, France, the UK and Germany, as well as in tourist coastal areas and islands. This situation affords great opportunities for the creation of urban water recycling schemes.
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