Eskilstuna is the chief town in Eskilstuna municipality (90.00 inhabitants) and is situated about 110 km west of Stockholm.
When the application was submitted, a discussion had started in Sweden, about the need of nitrogen treatment.
A proposition for a construction of a wetland was prepared and shown to the board of Eskilstuna Energi & Miljö in August 1996.
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2. The calculation of the wetland and the expected resultThe running of the sewage treatment plant is optimized so that the nitrification is carried out in the biological stage. The nitrogen in the sewage water plant will then mainly occur as nitric nitrogen and the wetland will therefore mainly work as a denitrification stage. During the dimensioning of the wetland, it has been supposed that the supplied water is mostly nitrified. The wetland will be operated approx. 6 months per year between April/May - October.
The wetland´s total basin surface is ca 30 ha.
Another positive side effect of wetland treatment is that the outgoing content of bacteria will be considerably reduced. The treated water will be of the same quality as the bathwater concerning the content of germs.
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3. Hydraulic conditionsThe wetland is dimensioned for a max. of incoming water flow of 1400 l/s. Annual average flow is 520 l/s (incl. rain water).Average flow per day during a dry period is about 440 l/s. Average day, max. hour (dry period) about 570 l/s. Max. permitted water level in the inlet channel and basins 1-5 is +0.60 m (the system of height in Eskilstuna municipality) Max. permitted water level in the distribution channel and basins 6-8 is +0.40 m. Max. permitted water level in the outlet channel is +0.20 m. Water level in the Eskilstuna river can vary between -0.80 - +0.00 m. Normal water level in the river is -0.80 - -0.60 m. Water level in the basins 1-5 (all the basins in operation) can be adjusted during an inlet of 570 l/s to an optional value between +0.20 and +0.60 m. Water level in the basins 6-8 (all the basins in operation) and in the distributing channel can be adjusted during an inlet of 570 l/s to an optional value between +0.00 and +0.40 m (provided: max. level in the Eskilstuna river is -0.60 m).
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4. The design of the wetlandAs evident from the survey below, the available surface is divided into a a number of basins that can be shut off between themselves( planted with wetland plants). The sewage water treated in the sewage treatment plant will be transferred from a final sedimentation outlet channel to an inlet channel which stretches alongside Folkestaleden and distributes water to the first basins.
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Water is led from the inlet channel to the respective basin via an inlet pipe through the banks. Water flow to the respective basin is regulated individually by weirs situated in every basin ´s outlet end. The outlet pipe from the pond to the weir is made of a pipe Ø 800. These weirs have remote-controlled level regulation.
By means of a mechanically regulated weir between the outlet channel and the Mesta bank (in the vicinity of the pump station R19) it is possible to lower the level and partly drain the wetland ( the deep zones of the ponds can´t be drained). The water can be pumped into the Eskilstuna river by R19. According to this design and by means of the chosen water levels the water can be led from the sewage treatment plant through wetland´s basins into the Eskilstuna river without any pumping at all. The existing bank pump station R19 will be kept for draining the ditch alongside E 20, Mesta ditch and if necessary for lowering the water level in the basin or for draining them.
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5. Connection to the wetlandThe purified sewage water from the sewage treatment plant is led into the inlet channel and wetland via a conduit Ø1400. The conduit is connected to a newly built chamber at the final sedimentation outlet channel. In the both ends of the basin outlet channel there are installed mechanically regulated shut-off valves. A valve for inlet to the wetland and a valve for the old outlet will be used when the wetland is not in operation. There is also a pump station for rain water connected to the inlet channel, which makes it possible to pump rain water into the wetland from a conduited ditch, situated below the pond 1. The conduition is connected to an open ditch just behind the pump station. Rain water comes from the ASG terminal , which is south of the wetland, on the other side of Folkestaleden.
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6. Inlet channelThe inlet channel stretches from Ekeby sewage treatment plant, alongside Folkestaleden to the end of the wetland in the north western part of the area. the channel´s total length is 1.5 km. Water is distributed from the inlet channel via a inlet tin pipe (Ø 600) through the banks to the first 5 basins. Basin 5 is north of the Hällby ditch which cuts through the whole wetland area. To reach the basin 5 the inlet channel dives below the Hällby ditch through a conduit Ø800.
The inlet channel´s bottom is -1.10 and if the max water level is +0.60, it means a depth of 1.70 m.
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7. Basins
The wetland consists of 8 basins, divided into 2 stages. The first stage consists of 5 basins the second of 3 basins.
The basins' surfaces and diggings are spread as follows:
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8. BanksThe banks are built in two ways. Some of the banks (5600 m) are fit for driving and have a top bredth of 5 m. These banks are made of friction material and covered with thick clay from the digging in the ponds. On top of the banks fit for driving there is a geotextile and ca 200 mm roadbed. The other banks (3500 m) are unfit for driving, built of clay from the ponds diggings. These banks have a top bredth of ca. 3,0 m.
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9. Control chambers/weirs
Outflow from every pond is controlled by a control chamber equipped with a weir, whose bredth is 3.0 m.
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![]() Besides the weirs in the 8 basins there are another 2 weirs of the same type as above. One is between collecting and distributing channel and one is at the outlet channel and works as an overflow equipment for the Mesta stream bank. Weirs for the basins 1-5 can be regulated between +0.10 - and +0.80 m levels. the levels -0.10 - +0.60 are valid for basins 6-8 as well as for the weir between collecting and distributing channel and outlet channel. The outlet from the outlet channel can be regulated between -0.30 and +0.40 m. Downstreams all the weirs, the banks are covered with erosion protection (macadam) to prevent flushing and erosion of the banks. The control of all weirs is done mechanically or manually. Remote control of the weirs is done from a central computer terminal in the Ekeby sewage treatment plant.
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10. Collecting and distributing channel
This channel takes in water from the basins 1-5 and distributes the water to the basins 6-8 and if necessary to the first part of the outlet channel, situated parallelly with the basin 6 .
The channel is ca 600 m and its bottom level is -1.60. Max. water level is +0.40, which means that the max. depth is 2.0 m. The bottom bredth is 2.20 m and the embankment gradient is 1:3.
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11. Outlet channelThe outlet channel runs alongside the Eskilstuna river and the Mesta stream´s bank and collects all the water that passes through the basins 6-8 sw well as the water which passes through the first part of the outlet channel, which runs alongside the basin 6. The first phase of the outlet channel is about 300 m and the second, the final outlet channel is ca 450 m. It ends at a flume at the Ekeby sewage treatment plant.
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12. Parshall flume/outletIn the end of the outlet channel there is a Parshall flume, where the flow measurement is carried out by means of a sonic-depth finder. All the water which passes through the wetland must pass the flume before it flows into the river.The Parshall flume is made of concrete.
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The flume is connected to the existing conduit (Ø1600) that leads into the Eskilstuna river. Before the wetland was built, the purified sewage water was released from Ekeby sewage treatment plant into the Eskilstuna river via this conduit. The conduit will be used when the wetland isn´t in operation.
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13. The wetland parkIn the wetland, a small area has been used to build a wetland park. This area has been earlier used as a sludge deposit. The sludge has been deposited in the banks and new banks have been built later. The area has been covered and tightened with clay and a drainage system surrounds the area to prevent possible leakage to reach the wetland. The drainage system is connected to the incoming conduit at the Ekeby sewage treatment plant. In the wetland park a more organised vegetation with artificial streams and water steps is planned, which will turn it into a park rather than to a wetland. There are 3 small ponds, whose water is from the river, not the sewage water. There are also 2 fairly large groves in the area. We also plan to build a visitors´ house in the park. The house will be used for study visits and exhibitions. Different associations and organisations (i.e. ornithological organisation and the society for the conservation of nature) may use the house.
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14. WaterplantsThe vegetation in the ponds with reed(phragmites communius) and reed sweet grass(glyceria maxima) is a good source of coal for a a microbiological breaking down process . They grow fast and create a large attaching area for the bacterias in the water. Different floating leaves species such as coontail (ceratophyllum demersum), frogbit (hydrocharis morus-ranae), spiked water-milfoil (myriophyllum spicatum), different pond weed (potamogeton sp), duckweed (lemna) and yellow water lily (nuphar lutea) thrive in the nutritious nitrogenous basins. The natural shore arts auch as iris, marsh marigold and dock also provide a basis for a rich insect life in a good blooming period and a varying bird life in Ekeby wetland.
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15. Forest curtainsAlongside E 20 and Folkestaleden a vegetation curtain has been planted, 50 m broad alongside E 20 and 15 m alongside Folkestaleden. Totally about 5 ha have been aforested. The vegetation consists of mixed forest and bushes such as sloe, rosehip, alder, birch, poplar, spruce, ash, oak, bird.cherry, willow, mountain ask, dogwood a.o. In the middle of the forest curtain alongside E20 there are artificial ditch leading into the existing ditches.
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16. ConstructionIn 1996 we started to plan a new wetland to reach the new nitrogen requirements and in August 1996 the board of Eskilstuna Energi & Miljö decided that a wetland should be built. Investigation and planning started in the autumn of 1996 and on March 12, 1997 inquiries have been sent to some contractors. The purchasing lasted during the spring of 1997 and in May, we made a contract with NCC that tendered the best bid. On June 25, 1997 the work started and the first step taken was to change the existing optocable which crossed the whole wetland area. Between July and September most of the ground work was carried out. It took only 3 months depending on the fact that the summer was warm and dry, which was necessary to remove the clay. During the autumn of 1997 and winter/spring 97/98 we went on building concrete constructions and rebuilding the banks. In the spring of 1998 we started to plant the vegetation in the ponds. This work was carried out by AMA and Park & Idrottskontoret, Eskilstuna kommun. The wetland was finally inspected in August 1998 and in the autumn the ponds were filled with the rain water. The wetland was taken into fully operation in the mid April 1999.
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17. Investment costsThe construction of Ekeby wetland has cost 16 million SEK distributed as follows
The total investment sum of the nitrogen removal project is ca 20 million SEK (US$ 2,4 M) including all the steps taken at Ekeby sewage treatment plant (changing of the blowers, blowersystem etc.)
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19. DISCUSSIONConstruction
Water plants
Results
Economy
Others
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