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Genanvendelse af gråt spildevand på campingpladser
Gals Klint Camping Site is situated in the municipality of Middelfart on Western Funen,
with direct access to the Little Belt. The site, which may be regarded as a typical Danish
campsite, has served as an example for the selection of possible solutions for treatment
of grey wastewater from campsites. Gals Klint Camping is suitable as basis for a pilot
project, as the shower building on the site is prepared for greywater reuse for flushing
the toilets. Furthermore, the water consumption in the period 1999 2000 has been
registered and divided into water for toilets, water for washbasins and shower facilities
and consumption for other purposes, thus providing a detailed basis for the evaluation of
impacts, possible savings and seasonal variations.
Firstly, a desk study was carried out in order to characterise grey wastewater from
bathing facilities, i.e. washbasins and showers. The study was supplemented by an analysis
of grey wastewater from Gals Klint Camping.
The desk study and the grey wastewater analysis form the basis for the dimensional
wastewater parameters, while the registration of the water consumption is based on the
hydraulic dimension parameters.
Dimensioning wastewater parameters.
Parameter |
Unit |
Dimension |
pH |
- |
7 8 |
COD (Cr) |
mg O2/l |
300 |
BOD5 |
mg O2/l |
150 |
SS |
mg SS/l |
50 |
PO4-P |
mg PO4-P/l |
0,5 |
Total P |
mg TP/l |
1,0 |
Total N |
mg TN/l |
7,0 |
Hydraulic dimensioning parameters.
Parameter |
Dimension |
Maximum water consumption for toilet flush |
12 m3/d |
Maximum hourly water consumption for toilet flush |
3 m3/h |
Maximum water consumption for shower and washbasin |
20 m3/d |
Maximum hourly water consumption for shower and
washbasin |
4 m3/h |
Former experiences of greywater installations has shown a number of problems, originating
either in the construction or in the operation, which typically causes the below problems:
 | Obnoxious smells from the installation itself |
 | Obnoxious smells from cisterns (recycled water at sites) |
 | Visual nuisances from greywater in lavatory bowl (discoloration, suspended matter) |
A number of evaluation criteria have been listed on this background. The following
criteria form the basis of the selection of possible concepts for recycling of greywater
on campsites:
- Economic criteria
- Technical criteria
- Health criteria
- Aesthetic criteria
The evaluation criteria aim to select low-technological concepts with high operational
reliability, minimum risk for obnoxious smells etc. and a minimization of operation and
maintenance.
However, the primary criterion is the health aspect, which is why a concept with a
final disinfection is a requirement.
Legislatively the cleaned greywater must by todays standards have a purity degree
equal to that of drinking water as stated in Regulation No. 515 of 29/8-1988:
"Regulation on water quality and supervision of water supply plants".
With the Action Plan to promote the encouragement of ecological wastewater treatment,
the Danish Environmental Protection Agency has opened up for the use of other types of
water for toilet flush including grey wastewater. The grey wastewater will be cleaned to
the best possible quality with the chosen method, and the effectiveness of the process
will be pinpointed by the execution of the common target program for Action Plan Projects
on the reuse of grey wastewater (Phase 2-4 of the project).
Based on the results from this and similar projects, The Danish Environmental
Protection Agency will carry out a risk assessment and finally decide whether a law reform
should be prepared in order to make legal the reuse of wastewater from bath and washbasin
for toilet flush under closer defined conditions.
The primary incentive for recirculation of greywater on campsites will be the economic
benefit from water savings and to a smaller degree a possible environmental benefit.
The Danish Camping Association has informed that the actual time for repayment of the
investment of a greywater installation should normally not exceed approx. 6 years, since
later repayment would make the investment less attractive for the owners of the campsites.
Based on the desk study, a number of concepts for treatment of grey wastewater are
examined.
Methods for cleaning grey wastewater.
Method |
Principle |
Aerated biofilters |
Biological/mechanical treatment |
Active sludge installation |
Biological/mechanical treatment |
Sand filter installation |
Mechanical/biological treatment |
Chemical precipitation / sand filters |
Mechanical/chemical treatment |
Biological sand filters in soil |
Mechanical/biological treatment |
Root zone installation |
Mechanical/biological treatment |
Soil beds, ponds, lagoons etc. |
Mechanical/biological treatment |
UV-treatment |
Disinfection |
Ozone treatment |
Disinfection |
Chemical disinfection |
Disinfection |
Filtration/membrane filtration |
Mechanical cleaning/ Disinfection |
Furthermore, nine Danish suppliers of treatment plants were asked to prepare a project
proposal for the greywater installation.
Based on the installations described in literature and on the suppliers
proposals, the following three concepts, all with final disinfection, were chosen for a
further evaluation:
 | Small biological treatment plant |
 | Root zone installation |
 | Biological sand filter installation |
Upon a thorough investigation of the concepts, it is estimated that all three solutions
are suitable for the treatment and reuse of grey wastewater.
As starting point for the establishment of a pilot project at Gals Klint Camping the
biological sand filter is chosen.
Se her!
Outline of the pilot project
The greywater installation consists of several units:
- Primary settling tank
- Greywater buffer tank
- Biological sand filter
- Recycling buffer tank
- Dosing installation for hydrogen peroxide.
The installation is adjusted to obtain a high degree of operational reliability, an
effective disinfection, a low risk of odour impact etc. Furthermore, the wish to make the
installation profitable within a period of approx. 6 years has been given much emphasis.
The cost of establishing a pilot project is estimated at approx. DKK 160,000.-, excl.
VAT. The annual operational costs are expected to amount to approx. DKK 5,000 6,000
or an expected approx. DKK 5.-/m3 treated and recycled grey wastewater.
An expected reduction of approx. 95% of the water consumption for toilet flush will
result in a potential savings of approx. DKK 28,100.-/year, based on the average water
price in Denmark.
If the potential savings are related to the establishing and operational costs, this
will result in an actual depreciation period for the pilot project at Gals Klint Camping
of approx. 9 10 years.
The above direct depreciation period is thus approx. 4 year longer than the average
period normally accepted at Danish campsites.
Regarding the variations in the country, approx. 15% of all municipalities in 2001 will
have a depreciation period of 6 years or less. Furthermore, it can be concluded that the
pilot project will be profitable in approx. 7 years or less in approx. 34% of the
municipalities.
With a view to a likely rise in the water tariffs in the future, and an increased
investment to meet the demands for improved wastewater treatment in the open country, it
must be expected that the future holds good possibilities for the profitability of
treatment and reuse of grey wastewater at many Danish campsites.
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