RESEARCH ON USAGE OF VETIVER GRASS FOR
PHYTOREMEDIATION & SEDIMENT CONTROL FOR THE SAN ANTONIO RIVER AUTHORITY IN
CONVERSE, SAN ANTONIO, TX, USA
1969/005331/07
P.O.BOX 227, HALFWAY HOUSE, 1685
REPUBLIC OF SOUTH AFRICA
+27 11 964 2582 (T)
+ 27 11 964 2581 (F)
+ 27 83 700 3697 (C)
www.hydromulch.co.za
INTRODUCTION
Hydromulch International operates out of South Africa, has been proactive in Vetiver marketing, propagation and environmental contracting for some five decades working extensively in West, Central & Southern Africa, the Indian Ocean Islands, Jamaica and even in the USA.
Environmental Bio-Solutions LLC was registered in South Carolina, USA in 2015 with a view to jointly, with Hydromulch South Africa, expanding its knowledge and interest in the promotion of the Vetiver system for environmental processes in the USA.
Two test sites were initiated in Florence, SC and in Converse, TX during 2015 and were worked on concurrently. However, this paper deals with the studies carried out by Dr. Rob Wayne, at the Converse, TX compost facility for the San Antonio River Authority (SARA).
Introduction…..
Vetiver grass, as far as can be established, was first introduced into the USA during the early 1900’s.
The first commercial establishment for the production of Vetiver started during the 1930’s in Hammond, Louisiana by a certain Mr. Jennings.
Evidence suggests that sachets of Vetiver dried root plant material removed from a seven-acre field grown in Hammond, LA was used as a fragrance placed amongst lingerie, clothing and linens by housewives, hotels & department stores in addition to extracting essential oils for commercial usage.
History of Vetiver in the United States of America
The Vetiver Phytoremediation Research Study
The use of Vetiver grass in a phytoextraction study by the USDA Forest Services in 2002 to extract lead from contaminated soils (300-4,500ppm/kg) collected from an active firing range on the Savannah River Site (SRS) was dried, placed in pots & used as a medium for growing transplanted Vetiver grass plants in a greenhouse. Results concluded significant accumulation of lead in the Vetiver roots with little in the leaves.
The use of Vetiver grass coupled with selected amendments has considerable potential for use as a remedial strategy for lead
contaminated soils.
Chelating agent EDTA
(ethylene- diaminetetraacetic
acid) increased lead extraction
up to 1390-1450ppm/kg.
https://www.fs.usda.gov › fsbdev2_042053 (PDF) Vetiver grass removes Lead from Firing
Range Soil
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San Antonio River Watershed
The San Antonio River Watershed is threatened by stormwater pollutant runoff, transporting sediment from fields and construction sites, nutrients from fertilizers, chemicals (insecticides and herbicides), fuel and oil from vehicles or industrial facilities.
E. coli bacteria is the major pollution problem which accumulates from bird droppings, pet or other animal fecal wastes, spills and overflows from sewage lines leaking thousands of gallons of raw sewage into the river.
Urban development and commercial farming activities are also major pollution contributors, destroying wildlife habitats and causing animals to move into riparian areas.
Background History
The phytoremediation capability of Vetiver grass (Chrysopogon zizanioides) was introduced to San Antonio River Authority (SARA) during October 2013 at a presentation (Use of Native Vegetation for establishing vegetation under difficult conditions in semi-arid areas) by Roley Nöffke of Hydromulch, South Africa.
Further discussions with Mr. Jim Doersam, Chief Engineer for SARA paved the way for Vetiver phytoremediation trials at the Martinez Creek Water Treatment Facility in Converse. TX, where inflated BOD levels & leachate discharge into the Martinez creek impacted on its discharge water quality.
The San Antonio River Basin
The basin drains a land area of 4,180 miles² (10 826 km²) containing over 8 800 miles (14 000 km) of streams. The San Antonio River flows 240 miles (384km) from San Antonio/Bexar County into the Guadalupe River in Refugio County, from where it eventually drains into the San Antonio Bay and Gulf of Mexico.
150 m
Martinez Creek
Site Description
The 52-acre Martinez II site is situated 16 miles N-E from the San Antonio River. It includes a 6-acre compost pad where various materials consisting of chipped yard trimmings, biosolids, liquid, solid food waste, animal carcasses & manure, paper and other materials are processed and placed in windrows as allowed under the Texas Commission on Environmental Quality (TCEQ) composting rules.
Dr. E. W. (Rob) Wayne
A science researcher with extensive background in plant and animal physiology, taxonomy and training in geology. Well versed in research methodology, experimental design and analysis, and has a proven record in reporting and publishing scientific discoveries.
University of the Incarnate Word
San Antonio, TX
Texas A&M University
San Antonio, TX
Month | 2018 | 2017 | 2016 | 2015 |
January | 3.38" | 14.74" | 5.44" | 0.82" |
February | 0.57" | 3.89" | 0.62" | 1.61" |
March | 6.26" | 0.74" | 2.54" | 0.32" |
April | 0.02" | 0.09" | 0.86" | 0.41" |
May | 0.39" | 0.06" | 1.59" | 0.01" |
June | 0.00" | 0.01" | 0.01" | 0.00" |
July | 0.07" | 0.00" | 0.79" | 0.00" |
August | 0.02" | 0.00" | 0.00" | 0.79" |
September | 0.28" | 0.19" | 1.20" | 0.01" |
October | 0.09" | .53" | 1.07" | 0.07" |
November | 0.00" | 0.67" | 0.41" | 1.18" |
December | 0.00" | 6.00" | 1.30" | 4.65" |
Total/year | 20.31" | 16.92" | 9.53" | 11.15" |
Monthly Rainfall Totals from 2015 to 2018 Seasons
| Does not record 6.5 inches rainfall on 24 June 2015 ? |
The diagram below showing the Site location 1, 2, 3 & 4 for the Vetiver trials at the Martinez site, Converse, TX.
1
2
3
4
June 2015 – SARA Vetiver Trials
Trial set up to determine Vetivers’ ability to trap sediment & to absorb minerals leaching from
the composting facility &
dissipating into the downstream
retention pond. Seven lines of
2 rows each were set out along
the pond canal at 5 plants
per linear yard.
The June 2015 Vetiver trials were subjected to extreme dry & hot conditions. Most of the planted Vetiver grass did not survive as a result of the extensive and intense heat (103˚F). Excessive ponding of the discharge canal from a 6.5-inch rainfall storm on 24 June, submerged the plants for around 10 weeks.
Replanting of the affected
areas was carried out in
October 2015.
July 2015 - Submerged Vetiver rows in canal
Replanting of the affected areas was carried out
In October 2015.
Submerged Vetiver rows in canal
October 2015 – Replanting Vetiver Buffer Areas
Three (3) new Vetiver grass buffer zones were planted in October 2015 to replace the damaged June planting.
Site 1, 2 & 3 – 5 by 10 yards each.
Sites 1 & 2 planted along the canal discharging leachate
from the compost
stockpiles into the
canal leading into
the retention pond.
Site 3 planted downstream
at the canal discharge end
leading into the retention
pond
Site 3
Site 1
Site 2
February 2017 – Maintenance of Vetiver Sites
Site 1 & 2 after
mowing & removal
of thatch. Paddock
area well established
after grass dormancy
requiring removal of
harvested material
Site 3 before
mowing. Paddock
area well established
and functional but
requiring harvesting
Site 1
Site 2
Site 3
September 2017 - The Vetiver grass had established well with regular maintenance over the 2016 & 2017 growing period. A wet September further assisted in plant growth.
Site 1
Site 1
Site 2
Site 3 –top end
Site 3-bottom end
S1
S2
S3
Second Water sample collection – October 2017
Water Analysis - Collection Protocol (Dr. Rob Wayne)
Samples collected by Dr Rob Wayne on 25 October 2017 and stored in containers provided by SARA laboratory.
A submersible hand pump was used to pump water into a bucket. Samples were poured into separate containers provided by SARA for lab analysis.
Samples stored on ice &
delivered within 3 hours
of collection to the SARA
Regional Environmental
Laboratory, 600
East Euclid
San Antonio TX, 78212.
Samples numbered
S1, S2 & S3
Water Sample Analysis
Water samples were analyzed for:
October 2017 - Water Quality Data
Reported water quality values for sample positions 1, 2 & 3 at the Martinez Creek Water Treatment Facility.
Sample position 1 (S1) is at the upstream gradient and receives effluent from the Vetiver barriers draining active compost piles.
Sample position 2 (S2) is upstream of the Vetiver barrier ahead of the retention reservoir (pond).
Sample position 3 (S3) is downstream prior to water release into the retention reservoir (pond).
EPA/TCEQ numeric values for contaminant action level are indicated.
October 2017 – Water Quality Indicators | ||||||
| S1 | S2 | S3 | Action level | MPN/100 ml | Change % |
E. coli | 1700 | 1300 | 1000 | 126 | | 41.2 |
BOD - 5 day | 12 | 10 | 4 | 10 | ppm | 66.7 |
Ammonia as N | 0.395 | 0.921 | 0.351 | 1.5 | ppm | 11.1 |
Nitrate as N | <0.05 | <0.05 | 0.056 | 10 | ppm |
|
Nitrite as N | 0.078 | <0.05 | <0.05 | 1 | ppm |
|
Total Kjeldahl N | 13.7 | 10.5 | 8.7 | | ppm | 36.5 |
Total Phosphorus | 2.37 | 2.17 | 1.16 | | ppm | 50.6 |
pH | 8.2 | 8.1 | 8 | 6.5 - 9.0 | S.U. |
|
TDS | 2610 | 1560 | 1600 | 750 | ppm | 38.7 |
TSS | 61.5 | 64.2 | 27.5 | | ppm | 55.3 |
Specific Conductance | 3460 | 2091 | 2183 | 1.5 | μmhos/cm |
|
Aluminum | 681 | 1510 | 664 | 0.2 | ppm | 2.5 |
Calcium | 323 | 156 | 170 | 200 | ppm | 47.4 |
Copper | 18.7 | 9.3 | 12.4 | 1 | ppm | 33.7 |
Iron | 0.79 | 1.39 | 0.8 | 0.3 | ppm | +1.3 |
Magnesium | 66.4 | 40.5 | 43.4 | | ppm | 34.5 |
Manganese | 187 | 180 | 146 | 0.05 | ppm | 21.9 |
Sodium | 288 | 168 | 175 | | ppm | 39.3 |
Zinc | 19.3 | <10 | 69.7 | 5 | ppm | +261.4 |
Water quality indicators………
TDS was highest at site 1 and lowest at site 2, but was only 40 mg/L lower than site 3. Overall TDS declined 43.1% through the Vetiver barriers.
TSS was marginally higher at site 2 (+2.7 mg/L) and lowest at site 3; decreasing by 55.3%.
E.coli exceeded biologic action levels of 126. However, there appears to be a substantial decrease (-41.2%) in bacterial counts as water filters through the final barrier.
BOD declined to a value that was 60% below toxic criteria.
The pH was relatively unchanged and was in an acceptable range for water quality.
Essential plant nutrients (Water)
Nitrogen was below criteria standards for NO3, NO2, and NH3, and did decline at site 3 before water emptied into the detention reservoir. It must be noted that it is difficult to determine if a decline occurred through the vetiver barriers because these nitrogen parameters appeared substantially low.
However, total Kjeldahl nitrogen, the nitrogen component derived from organic sources, did decline by 36.5% (site 1 to site 3). The solute concentration for Kjeldahl nitrogen, ammonia, and phosphorus were highest at site 2. Elevated ammonia could be due to ammonification of dissolved nitrogen derived from either the leachate or perhaps anaerobic activity in the bottom sediment or lower portions of algal mats.
Another consideration is the drainage channel that is periodically inundated with water because of precautions taken to keep compost piles wet and heat abatement. Thus, the resulting flooding may stir up sediment in the retention pool causing elevated values.
Essential plant nutrients (Water)……..
Phosphorous decreased by 50.6%. Comparing data between sites 2 and 3 (Kjeldahl decreased by 17.1%, ammonia decreased by 61.9% and phosphorous decreased by 46.5%. It is possible to suggest that the final Vetiver barrier had an influence on nutrient reduction.
Solutes (water)
Aluminum and iron showed minimal change between site 1 and site 3; however, site 2 which is a small retention pool had elevated levels (121.2% and 75.6% respectively).
Zinc increased substantially, while copper, magnesium, and manganese decreased along the entire gradient. All solutes though were above toxic criteria.
Calcium and sodium also declined. Again, it is likely that periodic high-water flow is resulting in disturbance.
Overall impressions for October 2017 (Water)
Exclusive of E. coli it appears that the Vetiver barriers are having an effective role improving the water quality of the leachate that drains into the detention reservoir.
A visual examination of the water clarity to depth further suggests a benefit of establishing a plant barrier system. Water clarity where the final barrier is located (retention pool) was dark, with floating mats of algae. At the final drainage beyond the final barrier the water was clear, but in addition as indicated above, the solute concentrations were mostly reduced.
A decline in TSS, which is a proxy for assessing water clarity, from leachate origin to final drainage reinforces this opinion that water quality is improved because of the Vetiver barriers.
Vetiver Root & Leaf analysis
Data was collected for Vetiver Root – Leaf (shoot) nutrient analysis from each of the buffer zones.
However, it is difficult to interpret the findings of the root – shoot analysis for several reasons:
Reported plant Root-Shoot Analysis for Vetiver grass (Chrysopogon zizanioides) collected in May 2017 at the Martinez Creek Water Treatment Facility in Converse, Texas. Values reported are based on 100% dry mass. | |||||||
| Shoot Site 1 | Root Site 1 | Shoot Site 2 | Root Site 2 | Shoot Site 3 | Root Site 3 |
|
Nitrogen | 1.15 | 0.65 | 1.35 | 0.92 | 1.08 | 0.78 | % |
Phosphorus | 0.08 | 0.07 | 0.14 | 0.05 | 0.14 | 0.06 | % |
Potassium | 1.76 | 1.10 | 2.49 | 0.68 | 1.33 | 0.39 | % |
Calcium | 0.16 | 0.60 | 0.27 | 0.70 | 0.15 | 0.23 | % |
Magnesium | 0.05 | 0.12 | 0.11 | 0.13 | 0.05 | 0.08 | % |
Sodium | 690 | 704 | 186 | 2832 | 303 | 1878 | ppm |
Zinc | 15 | 18 | 16 | 26 | 8 | 11 | ppm |
Iron | 145 | 2337 | 248 | 3544 | 207 | 1093 | ppm |
Copper | 5 | 24 | 14 | 15 | 7 | 13 | ppm |
Manganese | 48 | 79 | 76 | 61 | 74 | 71 | ppm |
Sulfur | 1234 | 1585 | 2426 | 3229 | 1057 | 1660 | ppm |
Boron | 7 | 3 | 3 | 3 | 7 | 2 | ppm |
Chloride | 6832 | 4647 | 10690 | 4011 | 3644 | 2447 | ppm |
Insitu Soil collection for analysis Soil samples of insitu material collected in May 2017 in the vicinity of Site 1: A1 sample obtained on the side of a berm made up of compost and soil. A2 sample obtained from level ground (clay soils) within the Vetiver patch designated site 1. | |||
| A1 | A2 |
|
pH | 8.7 | 8.3 |
|
Conductivity | 4300 | 1060 | μmhos/cm |
Nitrate-N | 3 | 15 | ppm |
Phosphorus | 572 | 194 | ppm |
Potassium | 7044 | 1684 | ppm |
Calcium | 20928 | 11105 | ppm |
Magnesium | 1005 | 704 | ppm |
Sulfur | 319 | 183 | ppm |
Sodium | 458 | 195 | ppm |
Organic matter | 47.2 | 5.4 | % |
Regarding the soil data only two samples were collected. One was from the downslope side of a compost berm and the other was adjacent to the berm on level ground receiving effluent from the above position.
Differences in soil organic matter content may be related to the berm position composed principally of unincorporated compost and ground wood chips, while the lower elevation consists of compost blended with native soil.
The lower elevation may also have greater soil compaction due to heavy equipment frequenting this position.
Conclusion
Conclusion…….
References : Vetiver Grass Removes Lead from Firing Range Soil : https://fs.usda.gov>fsbdev2_042053
Vetiver grass Plant guide : https://plants.usda.gov>pdf_chzi
Thank you