Effluent reuse – TOM Dinteloord

Marcel Paalman PhD MSc

  • Start date
    01 Jan 2013
  • End date
    31 Dec 2016
  • collaborating partners
    KWR Watercycle Research Institute en TOM – Tuinbouw Ontwikkelings Maatschappij

The successful realisation of the greenhouse horticulture area of Nieuw Prinsenland (Dinteloord) requires that the supply of irrigation water be made sustainable. There is insufficient rainwater to meet the needs of the greenhouse horticulturalists, and there are no surface water or groundwater sources available. Good irrigation water can be made from the effluent of the neighbouring Suikerunie plant, but the period in which it is available (autumn) doesn’t match the periods (spring, summer) it is needed. There was therefore a need to temporarily store this supplementary irrigation water. Subsurface storage using groundwater wells offered an interesting option. But the groundwater in the greenhouse horticultural area is brackish, which can have a detrimental impact on the quality of the recovered irrigation water.


Aquifer storage and recovery (ASR) involves using wells for the subsurface storage and recovery of excess freshwater to satisfy later periods of demand. ASR-coastal is a special form of ASR in which several well screens are installed above each other in a single borehole, and can be independently operated. This enables the optimisation of the recovery of freshwater during ASR in aquifers with brackish groundwater. The buoyancy movement of the freshwater into the brackish groundwater can be overcome through deep infiltration and shallow recovery.


Little was known about the local soil structure and groundwater quality in the study area. Yet these soil conditions are of crucial importance for the successful storage and recovery of high-quality irrigation water. The challenge was to obtain sufficient information for an initial, small-scale ASR system, and then use it to closely study a test cycle of infiltration, storage and recovery, and to produce a model that reliably simulates the storage and recovery. On the basis of this information, a full-scale, operationally reliable ASR system was then to be realised.


The extracted material from the test drilling showed that an appropriate aquifer is located at a depth of about 10 to 30 m NAP (Normal Amsterdam Water Level). The aquifer consists of medium-fine to medium-coarse sand, and is sufficiently confined between clay/peat layers. The groundwater at the test drilling site is lightly brackish. Nevertheless, modelling with SEAWAT showed that the application of ASR-coastal would allow for the successful annual abstraction of the targeted volume of freshwater.

On the basis of the modelling results, the concept design for the ASR system was developed (total of eight ASR wells) and its hydrological impact on the surroundings calculated. The first ASR-coastal was then installed with four separate well screens, and high-quality irrigation water was stored and then recovered over a six-month test cycle. In the test cycle the movement of the groundwater and changes in the water quality during its residence in the subsurface were monitored. The test cycle and a complete wellfield were then simulated in a model. This showed that in the long term practically the entire annual volume of stored water will be recoverable.

The results of this TKI project provided the basis for the design of the full-scale ASR system in Nieuw Prinsenland. TOM has decided to carry out all of its storage using this system. In the spring of 2017, three ASR wells were added to achieve a capacity of 100 m3/hour. After 2017, the capacity will again be increased to 200 m3/hour through the installation of another four wells.

Overview of the system of the water supply of Nieuw Prinsenland

Overview of the system of the water supply of Nieuw Prinsenland

Zoom-in of the ASR wellfield

Zoom-in of the ASR wellfield

Cross-cut model simulation: end injection phase first cycle

Cross-cut model simulation: end injection phase first cycle

Extension of the ASR wellfield in 2017.