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Phosphorus Removal Structures

A new best management practice to help improve water quality.

 

This collection of three photos depict water drainage; the top one shows runoff leaving a pipe and into a waterway, the middle shows water going down a storm drain, and the last photo is of a lake.

 

 

What is Eutrophication?

Eutrophication is a Algae growth on a pond.condition that results in poor aquatic ecosystem health through decreased oxygen levels and excessive plant and algae growth.

 

 

What is the cause of eutrophication?

While eutrophication is a natural process, it is accelerated by increased inputs of phosphorus (P) and nitrogen (N) to surface waters. Of these nutrients, P tends to be the most damaging. The source of P to surface waters can be from point sources, such as wastewater treatment plants, and also from non-point sources such as urban and agricultural runoff and subsurface drainage. Non-point P sources can occur from soils that possess excessive P concentrations, or soils recently amended with chemical fertilizer or animal manure.

 

This Venn Diagram has three circles which represent Current BMPs only slightly effective for DP losses in the top circle, DP sustained transport for several years in the bottom left circle, and DP 100% biologically available in the bottom right circle.

 

Poor water quality

Phosphorus is transported to surface waters as bothA stream with poor water quality. “particulate” and dissolved P (DP). Particulate P (PP) is P that is adsorbed onto transported sediments, while DP is already “free” in solution. Dissolved P is immediately 100 percent biologically available to aquatic life, its transport is sustained for many years in soils with excessive P concentrations, and conventional BMPs are only able to limit PP transport, not DP. For these reasons, the P removal structure was developed to trap DP in runoff.

 

 

The Phosphorus Removal Structure

 

A tool for trapping dissolved P

The P removal structure is a large, landscape scale filter for DP, intended to intercept and trap P from “hot spots” before reaching a surface water body. The P removal structure has four basic principles:

 

  1. Contains solid media with high affinity for P, commonly known as a “P sorption material,” or PSM.
  2. PSM is contained and placed in a hydrologically active area with high dissolved P concentrations.
  3. High DP water is able to flow through the contained PSM.
  4. The PSM is able to be removed and replaced after it is no longer effective.

 

This diagram shows how phosphorous can be trapped and filtered.

 

Phosphorus Sorption Materials:

Many PSMs are by-products from different industries, and therefore can be obtained for low or no cost. However, all PSMs must first be screened for safety before use in a P removal structure. Some examples include steel slag and acid mine drainage treatment residuals.

 

This flow chart lists the different aspects of a phosphorous filtration system, including material availability, cost & transporation, potential contaminants, sorption characteristics, and physical properties.

 

 

Types of Phosphorus Removal Structures

A P removal structure can be constructed in many different ways and be effective, as long as they contain the four basic principles listed previously. Some options include a box structure, confined bed and tile drain structure.

 

This set of images show different phosphorous removal structures including a box structure, confined bed, and tile drain structure.

 

Design and Construction of a Phosphorus Removal Structure

This chart lists qualities to keep in mind when constructing a phosphorous removal system including site hydrology, P removal& lifetime, PSM characterization, and design parameters.

Software is currently being developed for design guidance.

 

Example Structure and Design

A P removal structure was constructed on a poultry farm in eastern Oklahoma. Runoff originating from around the poultry barns contained elevated DP and drained into a tributary of the Illinois River. A P removal structure was constructed by intercepting run-off before it reached the creek, and channeling it into a single point where it could flow into the structure.

 

This is an overhead map of Green Creek which is located next to a poultry house and has a P removal structure located nearby.

 

This confined bed filter contained 40 tons of sieved and treated steel slag. The structure was designed to remove 45 percent of the estimated annual DP load (20 lbs) and handle flow rates from a two-year/24 hour storm (16 cfs).

A box structure with an OSU logo on the side.

 

Cost

The cost of a P removal structure will vary depending on site characteristics, target removal, and PSM characteristics and location. However after several years of use, the total cost of P removal can be $30 to $100 per pound of P removed, which partly included profit from a company to provide the service. This cost is low compared to waste water treatment, which usually requires $50 to $200 per pound P removed. A nutrient credit trading program, combined with enforced non-point total maximum daily load limits, could potentially result in profit for those who build P removal structures.

Disposal

Spent PSMs are poor P sources since the P is usually tied up tightly. However, some materials such as slag, make excellent road construction materials. Other material may provide some or neutral benefit through disposal by land application to a suitable location.

 

EQIP Cost Share Program

The NRCS is currently developing a national standard for this new BMP so construction of P removal structures may be cost-shared.

 

Further information:

Penn, C.J., McGrath, J.M., J. Bowen, and S. Wilson. 2014. Phosphorus removal structures: a management option for legacy phosphorus. J. Soil. Wat. Cons. 69:51A-56A.

 

www.p-structure.blogspot.com


Contact: Chad Penn, Oklahoma State University
chad.penn@okstate.edu or 405-744-2746

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