RAPID INFILTRATION SYSTEMS
- In the rapid infiltration method, the wastewater is in large ponds called recharge basins. Most of it percolates to the groundwater, and very little is absorbed by vegetation.
- To employ this method for treatment of wastewater, soils must be highly permeable.
- Rapid Infiltration (RI) is also called soil aquifer treatment.
- RI uses the soil ecosystem to treat wastewater. It can treat a large volume of wastewater on a much smaller area of land than other land treatment systems.
- In RI systems, wastewater is applied to shallow basins constructed in deep and permeable deposits of highly porous soils.
- Wastewater application can be by flooding or by sprinklers.
- Treatment of wastewater occurs by
- filtration
- adsorption
- ion exchange
- precipitation and
- microbial action as the wastewater moves through the soil matrix.
- Phosphorus and most metals are retained in the soil while toxic organics are degraded or adsorbed.
- As wastewater percolates through the soil, it can be collected or it can flow to native surface water or groundwater aquifers.
- If the groundwater table is relatively shallow, underdrains can be used to control groundwater mounding and recovery of renovated water.
- The recovered water can be used for irrigating crops or for industrial use (beneficial uses).
- Water that is not recovered can be used for recharging groundwater aquifers.
- A major cause of concern is increased nitrogen levels in aquifers surrounding RI systems.
- In order to address these concerns, the following modifications have been suggested:
- RI sites may be located next to rivers or other surface water bodies provided the percolate flows to surface water body and not affect the general groundwater quality
- Designing the system in such a way that the discharge rate only slightly exceeds the percolation rate thereby preventing adverse impact on the surrounding groundwater
- Maximizing nitrification/de-nitrification reactions
- Recycling percolate with maximum nitrate concenration.
Advantages
- RI is a simple and low cost wastewater treatment concept that has been in use for more than a century
- It can be used for treatment of both primary and secondary effluent from domestic and industrial wastewater
- Industries such a breweries, distilleries, food processing plants, paper mills and wool scouring plants use RI process for treatment of their effluent.
- This technique can be used in a variety of climates and different site locations.
- RI process do not need any special seasons for effective implementation
- Unless groundwater recharge and recovery is required, desirable sites are located immediately adjacent to surface waters thereby minimizing impact on general groundwater quality
- An underdrain system can be located wherever suitable soil and groundwater conditions exist.
- It is a gravity distribution method and consumes no energy
- No chemicals are required
- It is not affected by seasonal changes
- Effluent is of excellent quality
- It is a reliable process with sufficient resting periods
- It can be used for groundwater recharge, controlling groundwater levels, recovering renovated water for reuse or discharge to a particular surface water body and temporary storage of renovated water in the aquifer.
- The process is suitable for small plants where operator expertise is limited.
Disadvantages
- RI systems do not meet the stringent nitrogen levels required for discharge to drinking water aquifers
- Requires long term commitment of land area for treatment with minimal secondary benefits
- Requires annual removal of accumulated deposits of organic matter on infiltration surfaces in the basins
- May require occasional removal and disposal of top few inches of soil to expose clean material
- Clogging can occur when influent is received at high application rates from algal laden facultative lagoons and polishing ponds.
Design
Criteria
- Primary design criteria for an RI system is site selection
- To ensure a successful design, the important factors to be evaluated are:
- Soil depth
- Soil permeability and
- Depth to groundwater
The
other factors to be considered after selecting a suitable site are:
- Hydraulic loading rate
- Nitrogen loading rate
- Organic loading rate
- Land area requirement
- Hydraulic loading rate
- Infiltration system design and
- Groundwater mounding
The
RI process is entirely dependent on soil and hydrogeological
characteristics at a particular site.
- The soil must have sufficient hydraulic capacity to allow the wastewater to infiltrate and then percolate and move either to groundwater or underdrains.
- The fine top textured soil must be removed from site to utilize the underlying coarse soils as the basin bottom and percolation media.
- The top 5 to 10 ft of soil beneath the basin must be unsaturated at start of flooding to allow the expected treatment to occur.
- The subsurface conditions should ensure that the percolate can flow away from the site at expected rates.
- An underdrain can be used to remove renovated water.
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