versión impresa ISSN 0188-8897
Hidrobiológica vol.19 no.3 México dic. 2009
Aquatic macrophytes tolerance to domestic wastewater and their efficiency in artificial wetlands under greenhouse conditions
Tolerancia de macrófitas acuáticas a aguas residuales domésticas y su eficiencia en humedales artificiales en condiciones de invernadero
Ma. Elena PérezLópez1*, Ma. del Socorro GonzálezElizondo1, Celia LópezGonzález1, Adriana MartínezPrado2 and Germán CuevasRodríguez3
1 Environmental Department, CIIDIRIPN Unidad Durango. Instituto Politécnico Nacional,Sigma s/n, Fracc. 20 de Nov. II, Durango, Durango 34220, México. *Email: email@example.com
2 Chemical Engineering Department, Instituto Tecnológico de Durango, Blvd. Felipe Pescador 1830 Ote. Durango, Durango, 34080, México.
3 Department of Water Quality, CIMAVChihuahua, Miguel de Cervantes Saavedra 120, Chihuahua, Chihuahua, 31109, México.
Recibido: 6 de mayo de 2008.
Aceptado: 19 de octubre de 2009.
Aquatic and semiaquatic plant species of three different water qualities were inventoried, two of the El Tunal river and one of one of its tributaries, considering its content of dissolved oxygen, soluble phosphates, nitrate, ammonia, fecal coliforms, total suspended solids, and measurements of pH and electrical conductivity. A MANOVA/ANOVA demonstrated significant differences among parameters and sites. Twentyeight species were identified; from them: Schoenoplectus americanus, S. tabernaemontani and Eleocharis densa were selected. All three were grown successfully under greenhouse conditions. Adaptation to local wastewater was evaluated using 5 microunits: one control with wastewater (WW), another with gravel (G), and three subsurface flow wetlands, one for each of the three selected plants, in duplicate. For ammonia and phosphate concentration, the systems with gravel removed 96 98%, and 99 100%, respectively. Fecal coliforms content was reduced about the same in all systems, 98.5 98.7%. No significant differences were found in removal of fecal coliforms and ammonia across time or among species. Removal of ions (98% in 48 h) was due mainly to the gravel used as support, for its ionic exchange capacity. Nonetheless, the three selected species are considered as appropriate for wetland construction because they are native, abundant, tolerant to local conditions, easy to propagate and establish, and highly tolerant to wastewater in their place of origin. Its dense growing habit would represent also a refuge for wildlife, another goal for constructing a wetland in the area.
Key words: Artificial wetlands, Eleocharis densa. Schoenoplectus tabernaemontani, Schoenoplectus americanus.
Se inventariaron las especies de plantas acuáticas y semiacuáticas de tres calidades de agua: dos provenientes del río El Tunal y otra de uno de sus tributarios, considerando su contenido de oxígeno disuelto, fosfato soluble, nitrato, amoniaco, coliformes fecales, sólidos suspendidos totales y sus valores en pH y conductividad eléctrica. Un MANOVA/ ANOVA demostró diferencias significativas entre parámetros y sitios. Se identificaron veintiocho especies de plantas con diferentes tolerancias, de las cuales se seleccionaron Schoenoplectus americanus S. tabernaemontani, y Eleocharis densa. Las tres especies se propagaron satisfactoriamente bajo condiciones de invernadero. Su adaptación al agua residual de la localidad fue evaluada en 5 microunidades: un control con agua residual (WW), otro con grava (G) y tres humedales de flujo subsuperficial, uno para cada una de las tres especies de plantas seleccionadas, todas por duplicado. Para amoniaco y fosfatos, los sistemas con grava y plantas removieron entre 96 y 98% y entre 99 y 100%, respectivamente. Los contenidos de coliformes fecales disminuyeron uniformemente en todos los sistemas, entre 98.5 y 98.7%. El soporte (grava triturada) fue el principal responsable de la remoción de amoniaco y fosfatos (98% en 48 horas), debido a su capacidad de intercambio iónico. Se considera que las tres especies son apropiadas para la construcción de humedales porque tienen facilidad para propagarse y establecerse, son nativas, abundantes y tolerantes a las condiciones locales y al agua residual de la región. El humedal en el área representaría también un refugio para la vida silvestre.
Palabras clave: Humedales artificiales, Eleocharis densa, Schoenoplectus tabernaemontani, Schoenoplectus americanus.
Water quality is a relative term, referring to the degree of change in water composition as a result of the addition or removal of substances produced by natural processes and human activities. As such, it is a neutral term, water cannot be classified as good or bad without prior reference to the use for which it is destined. Thus, quality measures and standards vary according to the use to be given to the water (e.g. human consumption, recreation, agricultural or industrial use, as a measure of environmental quality, etc.; Chapman, 1992; Canter, 1998).
In Mexico, as in other parts of the world, the main source of pollution of surface water is organic wastes, generally as a result of dumping untreated or semitreated domestic wastewater into aquatic systems. In many Mexican urban areas, the users of water use do not comply with the regulations established in the environmental law (SEMARNAT, 1996). When that happens and there is not enough water to dilute the pollutants, the organic matters in the wastewater create septic areas.
Later, when mineralized, in addition to phosphorus released from laundry detergents, these areas become eutrophic, due to the excessive concentration of nutrients from the decomposing material, causing an ecological imbalance in the aquatic systems (Lee, 1973; de Jonge et al., 2002; Scholten et al., 2005; SEMARNAT, 2005 & 2006). In addition to its organic content, untreated domestic wastewater poses a risk to the environment and human health, because of the potentially toxic and infectious agents it may contain (Metcalf & Eddy, 2003; SEMARNAT, 2005).
There are lowcost alternatives for water treatment, such as stabilization ponds and wetlands, either natural or artificial. Wetlands are classified into subsurface flow, free flow, or floating systems, and may be used in combinations (MartínezCruz et al., 2006). Wetlands are systems where water treatment takes place by the combined action of plants (mono o polyculture), microorganisms, and substratum (Mitsch & Gosselink, 2000). Artificial wetlands are built to remove specific contaminants and they are generally part of the secondary or tertiary treatment in wastewater treatment systems.
In Mexico, constructed wetland treatment has been used in few places, with good results as reported by MartínezCruz et al. (2006) and RamosEspinosa et al. (2007). In the state of Durango, stabilization ponds are used in some municipalities for treatment of domestic wastewaters. In these places, water is used for agricultural irrigation or is discharged back into surface water bodies (rivers or lagoons). Wetland technologies have not been used in Durango so far, mostly because there is little basic information to assess their applicability.
An important consideration when designing an artificial wetland is the selection of plants (macrophytes). The kind of macrophytes to be used depends on the type and amount of contaminants to be eliminated. Macrophytes also are sensitive to climatic changes, variations in nutrient content of the substratum (support) and to the hydroperiod under which they grow. Finally, each species has its own life history, which is strongly associated to the environment in which it lives. Thus, to build artificial wetlands it is recommended to use native rather than nonnative or exotic species to increase their likelihood of survival. Moreover, use of exotic plants may alter the species composition of a site, as native species are likely to be displaced by aggressive exotics, modifying the natural biodiversity of the area (NAS, 1976; Haslam, 1978; USEPA, 2000; Kelley & Webb, 2000; Lehman et al., 2002).
Another criterion for plant selection is the environmental quality of the area where they grow naturally. Attributes of the natural environment of a plant or plant community give an idea of their tolerance limits to various environmental conditions (Armstrong, 1975; Agami et al., 1976; Kelly & Webb, 2000), and of the physical, chemical, and microbiological processes involved in their establishment and development (IliopoulouGeorgudaki et al., 2003). In particular, the design of wetlands for purification of domestic wastewater would require plants that are perennial, common, and abundant, with a high removal capacity, tolerant to local conditions (climate, pests, and diseases), readily propagated and established, as well as tolerant to high nutrient load, continuous flooding, and flow of wastewater (Lee, 1973; USEPA, 2000).
This research is part of a larger project focused on the design and establishment of wetlands for wastewater treatment in the metropolitan area of Durango City. The city effluent is discharged into the El Tunal river via a channel named "Acequia Grande". Currently, the domestic wastewater disposal system does not comply with the regulations indicated by the law (SEMARNAT, 1996).
Thus the objective of this work was to identify the native aquatic macrophytes, with the potential to remove nutriments and fecal coliforms in artificial wetlands under greenhouse conditions.
MATERIALS AND METHODS
Study area. This study was conducted at the El Tunal river and one of its tributaries. It is located in the state of Durango, Mexico, between 104°45'33.11"104°45'55.74" W and 23°56'37.4"23°56'34.02" N. Annual average stream velocity is 0.1 to 0.6 m/s depending on topography and geology of sites. The headwaters of the El Tunal river are located at the Sierra Madre Occidental of Durango State; flowing downstream across the Durango city metropolitan area, and then southwards through Durango as Rio Mezquital into the state of Nayarit, where it is called Rio San Pedro. Finally it flows into the Pacific Ocean at Laguna Brava, Nayarit. The sampling area is restricted to the vicinity of Durango City (Fig. 1). Climate in the study area is semiarid, with cool winters and summer rain (winter precipitation less than 5% of annual rainfall). Average annual temperature ranges between 16 and 18°C. Annual rainfall varies between 400 and 500 mm, climatic formula is BS1k (INEGI, 2005). Throughout its 74 km course, wastewater from 28% of the population in the state of Durango (approximately 0.453 million people; INEGI, 2005) is discharged to the El Tunal river. Because industrial development is low in the region, these effluents are mainly domestic wastewater. Discharges have different degrees of pollution because there are few treatment systems along the river course, and water may or may not comply with the environmental local law (SEMARNAT, 1996).
Sampling protocol. A preliminary assessment of water characteristics was carried out along the portion of the El Tunal river under study (detailed results are reported elsewhere, PérezLópez et al., 2007). One microbiological and four physicochemical parameters were measured in 15 points along the river: fecal coliforms (FC), dissolved oxygen (DO), total solids (TS), pH, and electrical conductivity (EC). As a result, sites were classified in three classes of water quality, based on significant differences of univariate and multivariate statistical comparisons among categories.
For the plant inventory, three sampling sites were selected (Fig. 1), one of each water quality, so that the complete spectrum of water qualities and therefore aquatic plant diversity was covered. Water quality was determined for each site based on dissolved oxygen (DO), total suspended solids (TSS), concentration of ammonia (NNH4+/NH3), reactive phosphates (RP), nitrates (NNO3), fecal coliforms (FC), pH, and electrical conductivity (EC).
These parameters were selected because they are directly related to water attributes that are important for the development of aquatic and semi aquatic vegetation and because they can be used to estimate a water quality index (WQI) (Pesce & Wunderlin, 2000), potentially useful under the type of discharges that the river receives (mostly domestic waste). Upon examination, the WQI was estimated from these results (see table 1) changes were not sensitive enough to detect the differences in water quality associated to observed variation in plant composition, and therefore were disregarded.
Water sampling. Water samples were taken at three sites, two on the El Tunal river (upstream and downstream) and a third on the central part of the Acequia Grande channel (Fig. 1). At each site, a 2 L water sample was taken from the center of the river at 30 cm of depth; samples were placed in glass bottles, stored at 4˚C in a cooler, and taken to the lab. Surface flow velocity was estimated by determining the average time a floating object took to move a distance of 30 m (3 measurements). Physical parameters of each site (width and depth of river) were also measured (m). Sampling was carried out at all sites 4 times; July, October, November, and December 2004.
Analytical methods. Water samples were filtered through WhatmanTM 1.2 μm fiberglass paper. From filtered samples, NNH4+/NH3, NNO3, and RP were estimated with the Nessler technique with a detection limit of 0.1 mg/L; salicylic acid with 2.5 mg/L as detection limit; and the ascorbic acid method, with a detection limit of 0.1 mg/L, respectively. TSS and all other analysis were carried out according to the procedures established in the Standard Methods of Analysis (Eaton et al., 1995).
The pH was measured with an Orion 230A pH meter; while EC was determined using an Orion 162 conductivity meter. Analytical data quality was ensured through standardization, procedural blank measurements, and duplicate samples. DO was measured at 30 cm depth in the center of the river for each sampling station using an Orion 842 detector. All other parameters were determined at the Water Analysis Laboratory, CIIDIRDurango.
All waterquality parameters were expressed as mg/L, except pH and EC (μmho/cm). FC (colonyforming units/100 mL of water) was determined with the pour plate method, using selective culture medium Brilliant GreenBileAgar, which in previous tests demonstrated ease of use, and did not yield different results than the most probable number (MPN)/100 mL of water method, as specified in the Mexican law NMXAA042SCFI2005, (SECOFI, 2005).
Plant sampling. Only flowering plants found in the river or on the margins and inner banks of the three selected sites were collected and identified, and their relative importance was estimated using a lineintercept method, which measures the distance occupied by a species as it intercepts a 30 m linear transect (Franco et al., 1985). Three 30 x 0.4 m transects were run at each site, measurements were added, and importance values were estimated for each species as relative abundance (number of plants of the species "x" /total number of plants in the 3 samples) + relative frequency (number of transects in which the plant appears/total number of transects) + relative cover (percent of transects occupied by plant "x"). Plants around each transect were also inventoried, these plants were classified as very abundant, abundant, and scarce based on visual estimation. Samples were collected, identified, and deposited at the CIIDIR Herbarium, in Durango.
Evaluation of selected plants. Three of 28 species sampled were selected to test their response in microwetlands using local wastewater: Schoenoplectus tabernaemontani (=S. lacustris L. ssp. glaucus (Sm. ex Hartm.) Bech., Scirpus tabernaemontani C. C. Gmelin), Schoenoplectus americanus (= Scirpus americanus Persoon) and Eleocharis densa. Selection of plants was done based on abundance, tolerance to local conditions, easiness of propagation and continued existence, highly tolerance to flow of wastewater in their origin place. Samples were taken and propagated in the greenhouse at CIIDIRDurango for nine months before use in the experiments.
Plants were grown in batch systems in 100 L polyethylene boxes (32.5 cm x 75 cm x 42.5 cm, of depth, length, and width, respectively) filled with 80 L of river gravel. Pebbles were flattened, with diameters of 0.6 to 0.8 cm, and 55% porosity. Gravel is a local material of igneous origin, chosen because of its low cost and abundance.
The systems used were subsurface flow wetlands (USEPA, 2000). Each batch system was considered as an experimental unit and 2 units per species were set. At the beginning of the experiment (time zero) 15 pieces of 5 cm of rhizome were placed in each unit at a depth of 5 cm inside the gravel; 45 L (30 cm high) of effluent from the Wastewater Processing System of Durango City (WPSDC) were added.
Two control batches containing only wastewater (WW) and two more with gravel and wastewater (G) were also tested, for a total of 10 experimental units. EC, pH, FC, NNO3, RP and NNH4+/NH3 were measured every 48 hours during the first eight days. Measurements were carried out 4 times: 0, 100, 140, and 220 days after the systems were set. Concentration vs. time graphs were constructed with data gathered. System removal capacity (%) was calculated for NNH4+/NH3, NNO3 and R P. Plant biomass (dry weight in g/m2) was measured at 0 and 140 days.
Data analysis. For units standardization and to support the normality of the data, values were logtransformed prior to the analysis, with the exception of the FC, which were in log natural. Differences among parameters and water quality by sites were evaluated using maineffects analysis of variance (MANOVA/ ANOVA).
Differences in system removal capacity of NNH4+/NH3, NNO3 and RP were evaluated using maineffects analysis of variance (ANOVA); a slope homogeneity model was used to test for differences in kinetics of FC decay. All statistical analyses were performed using STATISTICA version 7 (StatSoft, 2004), at α=0.05. EC and pH variation was recorded to follow behavior of the systems.
Water quality for each site sampled. Table 1 depicts the characteristics of water quality associated with each sampling station, and the analysis of variance applied showed that differences among parameters and sites were significant. Based on this, the sites were classified as: clean water, wastewater, and eutrophicated water sites (Fig. 1).
The different qualities were: clean water with little TS, low EC and other parameters were nearly undetectable. Eutrophicated water with high content of organic matter, R P, NNO3, and little or no FC and NNH4+/NH3 (in other words it has a high content of phosphate and nitrogen but not necessarily ammonia); and Wastewater (septic) with low or nothing of OD, high content of TS, EC, ammonia and FC, but no nitrates. There is not nitrates in wastewater recently generated because they appear when the organic matter is degraded; this is one of the reasons of why they are high in eutrophicated water, another is by presence of fertilizers (de Jonge et al., 2002; Metcalf & Eddy, 2003).
Description of sites and plants sampled. This paper is the first attempt to relate aquatic macrophytes composition to water quality for the Durango area. The only previous information available on aquatic plants is a statewide inventory which includes 71 aquatic and 78 facultative species (GonzálezElizondo et al., 2003). The plants were identified based on the following papers: GonzálezElizondo & Peterson (1997), GonzálezElizondo et al. (1991, 2005, 2007) and Smith et al. (2002).
Species composition varied widely among sites; in contrast, richness (as number of species) was similar, although ecological requirements for each species also varied widely (table 2). A total of 28 species of plants were recorded and identified. Twentythree species were restricted to a specific water quality: 8 to clean water, 8 to eutrophicated water, and 8 to wastewater (table 2). Four species were present in two sites (table 2), and only Persicaria aff. mexicana was found in all three, although it was more abundant at the wastewater site (relative importance value 23%). Characteristics of places and plant communities by site were as follows:
Site 1, clean water. This site has the best water quality of all (table 1) the river is 52 m wide, straight and shallow (1m depth), with a speed of 10 cm/s. The surrounding land is used as pasture grounds. Eleven species were sampled at this site, one submerged; 3 rooted floating aquatics; 3 emergent (one of them facultative); one shrub, one tree, and one creeper (table 2). Eight species were exclusive to this site. The plant assemblage spans almost all the life forms found along the river, from terrestrial riparian to emergent aquatics, only freefloating plants were absent. The wet part of the river bank was covered by Eleocharis sp., followed by Cynodon dactylon (L.) Pers., a grass, at the contiguous, drier portion. Both species protect the river from erosion due to flooding. Absence of most upstream species (clean water site) downstream, where water is more polluted, suggests that they are sensitive to pollutants, and therefore good indicators of quality but poor cleansers. Two species are shared with the eutrophicated water site, Ludwigia sp. and Eriochloa acuminata.
Site 2, eutrophicated water. This site is the farthest from the urban areas. Water is eutrophicated probably as a result of the process of selfpurification occurring between the sources of pollution upstream and this site (table 1). Here the river is sinuous and with numerous branches; width changes during the year, reaching up to 100 m during the rain season. Depth varies between 1 and 3 m, water speed was 30 cm/s. Twelve species were recorded, five freefloating aquatic, one submerged, one emergent, three rooted floating aquatic, one grass, and one tree (table 2). Seven species were exclusive to this site, which shares two with wastewater (Lemna aff. minuta and Eichhornia crassipes, and two with the clean water site (Eriochloa acuminata and Ludwigia sp.1). Vegetation at the river bank is dominated by Taxodium mucronatum, forming a gallery forest. The surrounding land is used as a pasture.
Site 3, waste water. At this site the effluent carried wastewaters from the open sewer system of Durango City (table 1). The semitreated wastewater of the city is discharged into this channel (2.5 m3/s), which is an affluent of the El Tunal river that runs across small communities where the water is used for irrigation and for the cattle to drink. The channel is 12 m wide, 1.5m deep and has a constant flow throughout the year, except in the rain season, when the water level rises over the banks of the channel, reaching a velocity up to 46 cm/s and floods the surrounding terrain. These areas are used as pasture grounds. Eleven species were collected here; eight emergent aquatic and three freefloating (table 2); eight of them were found only at this site. Some species found in wastewater have been reported as indicators of water with highnutrient content: Schoenoplectus tabernaemontani, Typha domingensis, Lemna aff. minuta, and Eichhornia crassipes. Because of their higher growth rate, they replace the original, slowergrowing species typical of nutrientpoor environments. This characteristic makes them the species of choice for wetland construction and pollution mitigation along river beds (Haslam, 1978; Gutenspergen et al., 1989; USEPA, 2002; Scholz & Trepel, 2004).
Selected plants. Under ideal circumstances the choice of plants for an artificial wetland should include those with the highest tolerance to variation in pollutant contents. From our inventory, only one specie, Persicaria aff. mexicana, occurred in all types of water; however, it was difficult for this species to grow under these specific artificial conditions, and therefore it was not considered. None of the species that occurred in two types of water (Eriochloa acuminata, Eleocharis acicularis, Lemna aff. minuta and Ludwigia sp. 1) were suitable to be grown in the artificial conditions we set, and also were discarded from further experiments. Thus, three species which occurred only in the wastewater site were chosen. All of them were abundant in the field, easy to handle under greenhouse conditions, and have potential to be used locally; two have been previously used in wetlands. Finally, because the aim of an artificial wetland for the El Tunal river region includes, in addition to water treatment, the creation of a wildlife refuge as well as an area for environmental education, it is proposed that it should include mainly emergent plants. The three species selected are perennial and reproduce by rootstocks and seeds:
1. Schoenoplectus tabernaemontani (ST), with a cosmopolitan distribution, has been used for wetland construction worldwide (Tanner et al., 2002).
2. S. americanus (SA), distributed only in the Americas. It is used for recovery and protection of natural wetlands and in Mexico for construction of some artificial wetlands (Warman, 1988; MartínezCruz et al., 2006; RamosEspinosa et al., 2007).
3. Eleocharis densa (ED) distributed from Mexico to Guatemala. No technical references or any other precedent of its use in constructed wetlands was found.
Evaluation of selected plants in the batch microwetlands.
The domestic wastewater (WW) used in the batch microwetlands was collected from site 3 (Fig. 1), its characteristics are given in table 1. These characteristics are typical for a primary effluent or a septic tank effluent; the species used did not have problems adapting to it as reported by Metcalf & Eddy (2003).
WW has bacterial content which provides a selftreatment capacity. Also, the presence of gravel provides another removal factor because exchange of ions takes place. Two types of control were included to evaluate the performance of the plants in the systems; a system with WW and another with gravel (G); to measure the real capacity of the plants (ED, SA y ST), in the removal of FC, NH3 and R P.
Efficiency results and their comparison among the different systems are summarized in table 3. The ANOVA for differences among time by species was not significant. Plant biomass increased after 140 days from: 28 to 2,794, 25 to 2,035, and 30 to 1,729 g/ m2 for Eleocharis densa (ED), Shoenoplectus americanus (SA), and S. tabernaemontani (ST), respectively.
Figures 2, 3, 4, and 5 show the performance of the systems for pH, EC, ammonia, RP and FC; nitrate was not found neither in the influent nor in the effluent of the systems , all parameters were determined each 48 hours, up to 8 days, 4 trials by duplicates and the average of results are shown.
Electrical conductivity (EC): The behavior of the systems was different. The ones with gravel showed differences whereas the system only with WW did not (first and second trials in Fig 2), indicating that the gravel had influence in the changes observed. As time went by gravel lost exchange capacity, becoming saturated, and a biofilm of microorganisms formed in the gravel surface. The systems with plants showed a different behavior as seen in third and forth trials in Fig. 2.
The changes of pH were similar in all systems, except for WW, which showed the highest values at day eight. The rest of the systems did not show significant changes, except for the fourth trial, where it is clearly observed that the systems with plants are separated from the others by a pHunit, see Fig. 3.
Efficiency of removal (RP) was 49, 97, 99, 100 and 100% for WW, G, ED, SA, and ST, respectively. Behavior in system with gravel was similar, showing higher % removal than in systems without it, see Fig 3.
The average removal of ammonia (N NH4+/NH3) accounted for the 96 to 99% in the systems with gravel and 88% in the WW system. This parameter showed the same tendency as for EC, see Fig 4.
The removal rate of fecal coliforms (FC) followed a firstorder rate, with nonsignificant differences among systems (Fig. 5). Experimental results showed a reduction of an average of 6.4 logarithmic units of FC within 8 days, with a specific average decay rate of 1.18, 1.84, 1.56, and 1.55 Ln of CFU/100 mL of water per day for the control, ED, SA, and ST, respectively.
Twentyeight species of aquatic plants were collected in three sites of different water quality: clean, eutrophicated and wastewater; species composition varied broadly among sites, although species richness was similar among them. Only Persicaria aff. mexicana was common to all three, and four (Eichhornia crassipes, Eriochloa acuminata, Lemna aff. minuta and Ludwigia sp. 1) were shared between two sites.
Wastewater site (3) had the highest risk to human and environmental health in the area because of its high contents of fecal coliformes, indicating the possible presence of Salmonella, Shigella, and other pathogenic microorganisms that pose a potential human health hazard (Chapman, 1992; Metcalf & Eddy, 2003). A water treatment plant should exist immediately before point 3, where most discharges from the city converge. This treatment also would significantly decrease the amount of nutrients that reaches the lower portion of the river, and effectively eliminate eutrophication downstream. Additionally, invasive plants as Echinochloa colona, E. crusgalli and Eichhornia crassipes were found in this place. Slowgrowing plants have been substituted by these fastgrowing species, turning a lowbiomass, healthy river into a high biomass, swamplike water body (USEPA, 2002). Such radical changes in water characteristics may lead to the decrease of abundance of many aquatic and semiaquatic species of plants and animals, or to their complete disappearance from the area.
Schoenoplectus tabernaemontani, S. americanus and Eleocharis densa are emergent plants that in the study area grew in wastewater only, and whose propagation in greenhouse conditions was not difficult. Because of these attributes they were selected to test their purification capacity under artificial conditions.
The pace of environmental change and the accelerated population growth in the Durango metropolitan area makes urgent the creation of lowcost, easy to manage water treatment systems along the El Tunal river.
The analysis of 3 species potentially useful to create an artificial wetland in Durango showed a successful growth for all of them in all cases; moreover, their response was similar across time. Nonetheless, results indicate that for these particular systems, plants seem not to have a significant effect on removal of pollutants, since the effect was the same with plants and without them. This evidence leads to conclude that it was the gravel attributes which created the appropriate substrate and environment for microorganisms to be established and to do the removal; this is a fact recognized for many authors, such as Gutenspergen et al. (1989), Forbes et al. (2004), and Seo et al. (2005), among others.
Eleocharis densa, S. americanus and S. tabernaemontani are native species, abundant, tolerant to local conditions, easy to propagate and establish, highly tolerant to wastewater flow, and with a dense growing habit that would represent a refuge for wildlife. These characteristics make them suitable for an artificial wetland in Durango. In this scenario, an artificial wetland potentially may include either of these plant species, a combination of them, or none at all. However, because the purpose of the wetland system would not be only removal of the pollutants, but also to offer a wildlife refuge and a recreational area. E. densa would be the species of choice if only one were to be used. This species is a perennial native to Mexico and Guatemala, as before mentioned it is abundant and tolerant to local conditions and wastewater flow, provides adequate refuge for animals, and it may have some value as food for livestock. Additionally, based on bibliographic review, it has not been used before in treatment wetlands.
Better yet would be the use of the three selected species: E. densa, S. americanus and S. tabernaemontani. The possible synergies that could exist in a system including the three species together have not been explored, and are beyond the scope of this paper, but they should be addressed given that, from the ecological standpoint, a more diverse system might have a better chance of succeeding in the long term, and provide greater habitat valve.
Finally, although within the time frame involved in these experiments, plants did not have a detectable removal effect; it is possible that given the appropriate amount of time, plants may become an important component of the treatment systems. This is another avenue of research still to be addressed before a large scale system can be designed and built.
Funding for this research was granted to the first author by CONACyT (FOMIX DGO2003CO211066) and CGPIIPN (20050728). This manuscript was elaborated under exclusivity fellowships from COFAAIPN to MEPL, SGE, and CLG. M.E. BurciagaSiqueiros, S. R. GutiérrezReyes and J. A. RamírezMartínez, kindly helped during fieldwork and laboratory tasks. Y. Herrera identified the grasses. P. Williamson and Z. I. González reviewed early versions of this manuscript.
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