<?xml version="1.0" encoding="UTF-8"?><!DOCTYPE article  PUBLIC "-//NLM//DTD Journal Publishing DTD v3.0 20080202//EN" "http://dtd.nlm.nih.gov/publishing/3.0/journalpublishing3.dtd"><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" dtd-version="3.0" xml:lang="en" article-type="research article"><front><journal-meta><journal-id journal-id-type="publisher-id">JWARP</journal-id><journal-title-group><journal-title>Journal of Water Resource and Protection</journal-title></journal-title-group><issn pub-type="epub">1945-3094</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/jwarp.2015.77045</article-id><article-id pub-id-type="publisher-id">JWARP-56348</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Earth&amp;Environmental Sciences</subject></subj-group></article-categories><title-group><article-title>
 
 
  Grey Wastewaters: Treatment and Potential Reuse in an Arid Climate
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>li</surname><given-names>Mekki</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Firas</surname><given-names>Feki</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Mariem</surname><given-names>Kchaou</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Sami</surname><given-names>Sayadi</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib></contrib-group><aff id="aff1"><addr-line>Laboratory of Bioprocesses, Center of Biotechnology of Sfax, AUF (PER-LBP), Sfax, Tunisia</addr-line></aff><author-notes><corresp id="cor1">* E-mail:<email>a_mekki_cbs@yahoo.fr(LM)</email>;</corresp></author-notes><pub-date pub-type="epub"><day>30</day><month>04</month><year>2015</year></pub-date><volume>07</volume><issue>07</issue><fpage>561</fpage><lpage>571</lpage><history><date date-type="received"><day>5</day>	<month>April</month>	<year>2015</year></date><date date-type="rev-recd"><day>accepted</day>	<month>12</month>	<year>May</year>	</date><date date-type="accepted"><day>15</day>	<month>May</month>	<year>2015</year></date></history><permissions><copyright-statement>&#169; Copyright  2014 by authors and Scientific Research Publishing Inc. </copyright-statement><copyright-year>2014</copyright-year><license><license-p>This work is licensed under the Creative Commons Attribution International License (CC BY). http://creativecommons.org/licenses/by/4.0/</license-p></license></permissions><abstract><p>
 
 
  We investigated the effects of treated grey wastewaters on soil properties, on seeds germination and on plants growth. The application of these wastewaters for irrigation of the soil and plants gave significant results. Indeed we noticed improvement of soil water retention capacity (SWRC) by an average of 12%, soil organic matter content (SOM) which increases by 30% and enhancement in soil microflora count by 80%. Besides, the germination indexes of Tomato (
  Lycopersicon esculentum) and Alfalfa (
  Medicago sativa) were increased by an average of 30% and 50% respectively in soil irrigated by untreated and treated grey wastewaters. Moreover, better growth levels for tested plant species—Wheat (
  Triticum durum), Barley (
  Hordeum vulgare) and Sorghum (
  Sorghum bicolor) were obtained in presence of treated wastewaters.
 
</p></abstract><kwd-group><kwd>Grey Waste Waters</kwd><kwd> Bioreactor</kwd><kwd> Soil</kwd><kwd> Germination</kwd><kwd> Plants</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>The increasing water scarcity worldwide along with rapid increase of population in urban areas gives rise to concern about appropriate water management practices. Accordingly, wastewaters treatment is now receiving greater attention from the World Bank and government’s regulatory bodies [<xref ref-type="bibr" rid="scirp.56348-ref1">1</xref>] .</p><p>The use of wastewaters for irrigation is well established in arid and semiarid areas around the world [<xref ref-type="bibr" rid="scirp.56348-ref2">2</xref>] . The main advantage of wastewaters irrigation, in addition to the implied nutrient input, is the constant availability of this water resource [<xref ref-type="bibr" rid="scirp.56348-ref3">3</xref>] [<xref ref-type="bibr" rid="scirp.56348-ref4">4</xref>] .</p><p>However, as wastes are products of human society, enhanced concentrations of potential toxic substances including trace metals are generally found in wastewaters, which may limit the long-term use of effluents for agricultural purposes [<xref ref-type="bibr" rid="scirp.56348-ref5">5</xref>] [<xref ref-type="bibr" rid="scirp.56348-ref6">6</xref>] . Another problem of wastewaters disposal on agricultural land is the potentially phytotoxic nature of organic compounds or low molecular weight fatty acids, which may inhibit seeds germination [<xref ref-type="bibr" rid="scirp.56348-ref7">7</xref>] [<xref ref-type="bibr" rid="scirp.56348-ref8">8</xref>] .</p><p>Mediterranean soils under semiarid and arid conditions are prone to losing organic matter [<xref ref-type="bibr" rid="scirp.56348-ref9">9</xref>] . The vegetation cover is very sparse leading to low inputs of organic matter into the soil [<xref ref-type="bibr" rid="scirp.56348-ref10">10</xref>] [<xref ref-type="bibr" rid="scirp.56348-ref11">11</xref>] .</p><p>Treated wastewaters can have direct effects on soil chemical parameters. It can modify the minerals, macro- and micronutrients for plants growth, soil pH, soil buffer capacity, and cations exchange capacity [<xref ref-type="bibr" rid="scirp.56348-ref12">12</xref>] , but can also have a negative impact, leading to the accumulation of heavy metals or increased soil salinity if the electrical conductivity is relatively high [<xref ref-type="bibr" rid="scirp.56348-ref13">13</xref>] . Therefore, it is necessary to precisely know the composition of waters before applying it to the soil to guarantee minimal impact in terms of contamination and salinization [<xref ref-type="bibr" rid="scirp.56348-ref14">14</xref>] .</p><p>Our objective in this study was to investigate the potential opportunity of use of treated grey waters as an irrigation source. We compare short-term effects of untreated and treated grey waters on several soil properties and crops germination and growth.</p></sec><sec id="s2"><title>2. Materials and Methods</title><sec id="s2_1"><title>2.1. Grey Wastewaters Origin and Sampling</title><p>Grey wastewaters were obtained from different origins (Sfax-Tunisia). They represent an homogenous mixture collected from the kitchen (50%), from the shower (25%) and from the landery (25%). The characteristics of these wastewaters were presented in <xref ref-type="table" rid="table1">Table 1</xref>.</p></sec><sec id="s2_2"><title>2.2. Bioreactor Description</title><p>The reactor, which is the subject of this study, is an aerobic fixed-bed bioreactor. This reactor is planned in the Laboratory of Environmental Bioprocesses (LBPE) at the Center of Biotechnology of Sfax (CBS), Tunisia.</p><table-wrap id="table1" ><label><xref ref-type="table" rid="table1">Table 1</xref></label><caption><title> Physicochemical and microbiological characteristics of untreated and treated grey waters (averages values)</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Parameters</th><th align="center" valign="middle" >UWW (Influent)</th><th align="center" valign="middle" >TWW (STF Effluent)</th></tr></thead><tr><td align="center" valign="middle" >pH (25˚C)</td><td align="center" valign="middle" >6.8 &#177; 0.2</td><td align="center" valign="middle" >7.6 &#177; 0.2</td></tr><tr><td align="center" valign="middle" >EC (mS∙cm<sup>−1</sup>)</td><td align="center" valign="middle" >2.6 &#177; 0.1</td><td align="center" valign="middle" >2.9 &#177; 0.1</td></tr><tr><td align="center" valign="middle" >TSS (g∙L<sup>−1</sup>)</td><td align="center" valign="middle" >0.32 &#177; 0.02</td><td align="center" valign="middle" >0.15 &#177; 0.01</td></tr><tr><td align="center" valign="middle" >COD (mg∙L<sup>−1</sup>)</td><td align="center" valign="middle" >1441 &#177; 45</td><td align="center" valign="middle" >95 &#177; 5</td></tr><tr><td align="center" valign="middle" >BOD<sub>5</sub> (mg∙L<sup>−1</sup>)</td><td align="center" valign="middle" >850 &#177; 25</td><td align="center" valign="middle" >75 &#177; 3</td></tr><tr><td align="center" valign="middle" >COD/BOD<sub>5</sub></td><td align="center" valign="middle" >1.7 &#177; 0.02</td><td align="center" valign="middle" >2.8 &#177; 0.05</td></tr><tr><td align="center" valign="middle" >TOC (mg∙L<sup>−1</sup>)</td><td align="center" valign="middle" >480 &#177; 12</td><td align="center" valign="middle" >62 &#177; 3</td></tr><tr><td align="center" valign="middle" >TKN (mg∙L<sup>−1</sup>)</td><td align="center" valign="middle" >74.3 &#177; 3</td><td align="center" valign="middle" >37 &#177; 2</td></tr><tr><td align="center" valign="middle" >NO<sub>3</sub> (mg∙L<sup>−1</sup>)</td><td align="center" valign="middle" >0.6 &#177; 0.1</td><td align="center" valign="middle" >0.7 &#177; 0.1</td></tr><tr><td align="center" valign="middle" >NO<sub>2</sub> (mg∙L<sup>−1</sup>)</td><td align="center" valign="middle" >ND</td><td align="center" valign="middle" >0.04 &#177; 0.01</td></tr><tr><td align="center" valign="middle" >P (%)</td><td align="center" valign="middle" >0.1 &#177; 0.01</td><td align="center" valign="middle" >0.08 &#177; 0.01</td></tr><tr><td align="center" valign="middle" >Ca (%)</td><td align="center" valign="middle" >0.12 &#177; 0.01</td><td align="center" valign="middle" >0.1 &#177; 0.01</td></tr><tr><td align="center" valign="middle" >K (%)</td><td align="center" valign="middle" >0.34 &#177; 0.04</td><td align="center" valign="middle" >0.32 &#177; 0.04</td></tr><tr><td align="center" valign="middle" >Na (%)</td><td align="center" valign="middle" >1.6 &#177; 0.1</td><td align="center" valign="middle" >1.8 &#177; 0.1</td></tr><tr><td align="center" valign="middle" >Mg (%)</td><td align="center" valign="middle" >ND</td><td align="center" valign="middle" >ND</td></tr><tr><td align="center" valign="middle" >Total aerobic germs (10<sup>4</sup> UFC 100 mL<sup>−</sup><sup>1</sup>)</td><td align="center" valign="middle" >14.7 &#177; 2</td><td align="center" valign="middle" >0.005 &#177; 0.001</td></tr><tr><td align="center" valign="middle" >Salmonella</td><td align="center" valign="middle" >ND</td><td align="center" valign="middle" >ND</td></tr><tr><td align="center" valign="middle" >Staphylococcus</td><td align="center" valign="middle" >ND</td><td align="center" valign="middle" >ND</td></tr><tr><td align="center" valign="middle" >Pseudomonas</td><td align="center" valign="middle" >ND</td><td align="center" valign="middle" >ND</td></tr></tbody></table></table-wrap><p>UWW: untreated grey waters; TWW: treated grey waters; STF: septic tank filter; ND: not detected.</p><p>The aerobic biological filter is one liter working volume filled with plastic media with specific surface area of 80 m<sup>2</sup>∙m<sup>−3</sup>. The filter is occupied in the top with a perforated nozzle for uniform water distribution. Wastewaters were lifted for distribution by mini-pump. As a second step, and by the level the treated grey waters were filtered in anoxic bed reactor using volcanic rock and sand filter. The sand filter is composed by two layers; a gravel layer in the bottom and sand layer in the top. The treated effluent was characterized and tested for soil and plant irrigation</p></sec><sec id="s2_3"><title>2.3. Grey Wastewaters Physico-Chemical Analyses</title><p>The pH and the electrical conductivity (EC) were determined according to standard method [<xref ref-type="bibr" rid="scirp.56348-ref15">15</xref>] . Organic matter (OM) was determined by combustion of the samples in a furnace at 550˚C for 4 h. Total organic carbon was determined by dry combustion. Total nitrogen was determined according to [<xref ref-type="bibr" rid="scirp.56348-ref16">16</xref>] . Chemical oxygen demand (COD) was determined according to [<xref ref-type="bibr" rid="scirp.56348-ref17">17</xref>] . Five-day biochemical oxygen demand (BOD<sub>5</sub>) was determined by the manometric method with a respirometer. Phosphorus, magnesium, potassium, calcium and sodium were determined by atomic absorption.</p></sec><sec id="s2_4"><title>2.4. Grey Wastewaters Microbiological Analyses</title><p>Total mesopholic microfloras were counted according to [<xref ref-type="bibr" rid="scirp.56348-ref18">18</xref>] . The identification and enumeration of Salmonella were carried out according to [<xref ref-type="bibr" rid="scirp.56348-ref19">19</xref>] . Staphylococcus and Pseudomonas were identified and enumerated according to [<xref ref-type="bibr" rid="scirp.56348-ref20">20</xref>] .</p></sec><sec id="s2_5"><title>2.5. Soil Origin and Description</title><p>The studied soil located in the region of “El Ain” Sfax-Tunisia (North latitude 34˚3', East longitude 10˚20', the mean annual rainfall is 200 mm). It is a sandy soil in surface and depth, with a basic pH (8.9), a low EC (298 &#181;S cm<sup>−1</sup>) and is poor in organic matter content (1.7 g∙kg<sup>−1</sup> dry soil). The nitrogen, potassium and phosphorus were very low (view <xref ref-type="table" rid="table2">Table 2</xref>). Soil samples were collected from an uncultivated plot, analyzed (for physico-chemical analyses) and immediately stored at −4˚C for microbiological analyses.</p></sec><sec id="s2_6"><title>2.6. Soil Physicochemical Analyses</title><p>The pH and EC of each sample (soil and wastewaters/soil mixtures) were determined according to [<xref ref-type="bibr" rid="scirp.56348-ref21">21</xref>] . pH values were measured using a pH meter Mettler Toledo MP 220. EC values were measured by a conductivity meter CONSORT.</p><p>Samples dry matters, water contents, organic matter (OM) and inorganic matter were determined according to [<xref ref-type="bibr" rid="scirp.56348-ref15">15</xref>] . For the determination of total nitrogen, the method of [<xref ref-type="bibr" rid="scirp.56348-ref18">18</xref>] has been applied.</p></sec><sec id="s2_7"><title>2.7. Soil Microbiological Analyses</title><p>Ten grams of each sample (control soil, wastewaters/soil mixtures) was suspended in an Erlenmeyer flask containing 90 ml of a sterile solution (0.2% of sodium polyphosphate (NaPO<sub>3</sub>)n in distilled water, pH 7.0) and 10 g of sterile glass beads ( 1.5 mm diameter). The flask was shaken at 200 rpm for 2 h. Serial 10-fold dilutions of the samples in a 0.85% NaCl solution were plated in triplicate on PCA at 30˚C for total bacterial counts, on sabouraud containing chloramphenicol at 25˚C for fungi (yeasts and moulds), on DCL at 37˚C for total coliforms. For spore-forming bacteria counts, aliquots were heated for 10 min at 80˚C before spreading on PCA and incubation at 37˚C.</p><p>Each sample was analyzed in duplicate and the dilution series were plated in triplicate for each medium. All these counts were expressed as colony forming units (CFU) per gram of dried soil (24 h at 105˚C).</p></sec><sec id="s2_8"><title>2.8. Agronomic Valorization Tests of Untreated and Treated Grey Wastewaters</title><p>Effects of untreated grey wastewaters, treated grey wastewaters and wastewaters/soil mixtures on seeds germination of two standard plants species: Tomato (Lycopersicon esculentum) and Alfalfa (Medicago sativa) were assessed by determination of the germination index according to [<xref ref-type="bibr" rid="scirp.56348-ref22">22</xref>] . Moreover, effects of untreated and treated grey wastewaters on growth of three cultivated plants species; Wheat (Triticum durum), Barley (Hordeum vul-</p><table-wrap id="table2" ><label><xref ref-type="table" rid="table2">Table 2</xref></label><caption><title> Physicochemical characteristics of mixtures UWW/soil and TWW/soil in comparison with control soil (CS) (averages values in air-dried soils after 60 days incubation)</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Parameters</th><th align="center" valign="middle" >CS</th><th align="center" valign="middle" >UWW/soil</th><th align="center" valign="middle" >TWW/soil</th></tr></thead><tr><td align="center" valign="middle" >pH</td><td align="center" valign="middle" >8.9 &#177; 0.2</td><td align="center" valign="middle" >8.3 &#177; 0.2</td><td align="center" valign="middle" >8.6 &#177; 0.2</td></tr><tr><td align="center" valign="middle" >EC (&#181;S∙cm<sup>−1</sup>)</td><td align="center" valign="middle" >298 &#177; 14</td><td align="center" valign="middle" >620 &#177; 20</td><td align="center" valign="middle" >690 &#177; 20</td></tr><tr><td align="center" valign="middle" >Dry matter (g∙Kg<sup>−</sup><sup>1</sup>)</td><td align="center" valign="middle" >91.92 &#177; 5</td><td align="center" valign="middle" >90.7 &#177; 5</td><td align="center" valign="middle" >90.9 &#177; 5</td></tr><tr><td align="center" valign="middle" >Water content (g∙Kg<sup>−</sup><sup>1</sup>)</td><td align="center" valign="middle" >8.07 &#177; 0.4</td><td align="center" valign="middle" >9.3 &#177; 0.5</td><td align="center" valign="middle" >9.1 &#177; 0.5</td></tr><tr><td align="center" valign="middle" >Organic matter (g∙Kg<sup>−</sup><sup>1</sup>)</td><td align="center" valign="middle" >1.7 &#177; 0.08</td><td align="center" valign="middle" >2.5 &#177; 0.1</td><td align="center" valign="middle" >2.2 &#177; 0.1</td></tr><tr><td align="center" valign="middle" >TKN (mg∙Kg<sup>−</sup><sup>1</sup> dry matter)</td><td align="center" valign="middle" >0.12 &#177; 0.03</td><td align="center" valign="middle" >0.2 &#177; 0.01</td><td align="center" valign="middle" >0.16 &#177; 0.01</td></tr><tr><td align="center" valign="middle" >N-NH<sub>4</sub> (mg∙Kg<sup>−</sup><sup>1</sup> dry matter)</td><td align="center" valign="middle" >0.03 &#177; 0.01</td><td align="center" valign="middle" >0.06 &#177; 0.02</td><td align="center" valign="middle" >0.05 &#177; 0.01</td></tr><tr><td align="center" valign="middle" >TOC (mg∙Kg<sup>−</sup><sup>1</sup> dry matter)</td><td align="center" valign="middle" >1.45 &#177; 0.07</td><td align="center" valign="middle" >2.1 &#177; 0.1</td><td align="center" valign="middle" >1.8 &#177; 0.1</td></tr><tr><td align="center" valign="middle" >C/N</td><td align="center" valign="middle" >13 &#177; 0.6</td><td align="center" valign="middle" >11 &#177; 0.5</td><td align="center" valign="middle" >11.3 &#177; 0.5</td></tr><tr><td align="center" valign="middle" >P (%)</td><td align="center" valign="middle" >0.4 &#177; 0.02</td><td align="center" valign="middle" >1.2 &#177; 0.05</td><td align="center" valign="middle" >1 &#177; 0.05</td></tr><tr><td align="center" valign="middle" >Ca (%)</td><td align="center" valign="middle" >0.9 &#177; 0.04</td><td align="center" valign="middle" >1.4 &#177; 0.07</td><td align="center" valign="middle" >1.2 &#177; 0.06</td></tr><tr><td align="center" valign="middle" >K (%)</td><td align="center" valign="middle" >1.03 &#177; 0.05</td><td align="center" valign="middle" >1.45 &#177; 0.07</td><td align="center" valign="middle" >1.3 &#177; 0.06</td></tr><tr><td align="center" valign="middle" >Na (%)</td><td align="center" valign="middle" >1.02 &#177; 0.05</td><td align="center" valign="middle" >2.4 &#177; 0.1</td><td align="center" valign="middle" >2.7 &#177; 0.1</td></tr><tr><td align="center" valign="middle" >Mg (%)</td><td align="center" valign="middle" >0.7 &#177; 0.03</td><td align="center" valign="middle" >1.1 &#177; 0.05</td><td align="center" valign="middle" >0.8 &#177; 0.04</td></tr><tr><td align="center" valign="middle" >Sand (%)</td><td align="center" valign="middle" >71.84 &#177; 3</td><td align="center" valign="middle" >70.45 &#177; 3</td><td align="center" valign="middle" >71.2 &#177; 3</td></tr><tr><td align="center" valign="middle" >Clay (%)</td><td align="center" valign="middle" >21.16 &#177; 1</td><td align="center" valign="middle" >23 &#177; 1</td><td align="center" valign="middle" >21.2 &#177; 1</td></tr><tr><td align="center" valign="middle" >Silt (%)</td><td align="center" valign="middle" >7 &#177; 0.5</td><td align="center" valign="middle" >6.55 &#177; 0.5</td><td align="center" valign="middle" >7.6 &#177; 0.5</td></tr></tbody></table></table-wrap><p>gare) and Sorghum (Sorghum bicolor) were investigated in ambient conditions.</p></sec><sec id="s2_9"><title>2.9. Statistical Analyses</title><p>For physicochemical analyses, three replications were used for each parameter. For microbiological analyses, each sample was analyzed in duplicate, and the dilution series were plated in triplicate for each medium. Data were analyzed using the ANOVA procedure. Variance and standard deviation were determined using Genstat 5 (second edition for windows).</p></sec></sec><sec id="s3"><title>3. Results</title><sec id="s3_1"><title>3.1. Grey Wastewaters Physicochemical Parameters Evolution</title><p>The optimum pH for the treatment of wastewaters by an aerobic process is between 6 and 8.5. Based on the results presented in <xref ref-type="table" rid="table1">Table 1</xref>, it can be noted that the pH in the bioreactor was in the right range and varies between 7.3 and 7.8.</p><p>The EC of the effluent was higher than the influent one; this can be explained by organic matter mineralization and evaporation of a certain volume of water in the bioreactor since working under aerobic conditions.</p><p>The levels of total organic carbon (TOC) at the entrance of the bioreactor fluctuate between 124 and 157 mg∙L<sup>−1</sup>. After the various stages of treatment, there was a significant decrease in these concentrations. Indeed, the residual concentration at the outlet of the bioreactor does not exceed 62 mg∙L<sup>−1</sup>.</p><p>Analyses of BOD<sub>5</sub> and total nitrogen were made for eight samples during treatment period. The values of BOD<sub>5</sub> at the entrance of the bioreactor were almost constant since they vary between 800 and 900 mg∙L<sup>−1</sup> (<xref ref-type="table" rid="table1">Table 1</xref>). After treatment, a large amount of this pollution was eliminated. The residual concentration at the outlet of the bioreactor varies between 50 and 100 mg∙L<sup>−1</sup>.</p><p>The concentration of nitrogen input was variable, it fluctuates between 53.9 and 94.7 TKN mg∙L<sup>−1</sup> (<xref ref-type="table" rid="table1">Table 1</xref>). In addition, the elimination of nitrogen pollution was achieved through an anoxic zone downstream of aerobic fixed bed reactor (at the septic tank) which is favorable to denitrification process. The concentrations of nitrogen remaining in the treated waters ranged from 23.8 to 51.8 TKN mg∙L<sup>−1</sup> (<xref ref-type="table" rid="table1">Table 1</xref>).</p></sec><sec id="s3_2"><title>3.2. Grey Wastewaters Microbiological Characteristics</title><p>Microbiological analyzes were performed for all samples and were focused on the detection and enumeration of total aerobic bacteria, Salmonella, Staphylococcus and Pseudomonas.</p><p>The total count of aerobic microorganisms inform on the microbiology of the bioreactor in general. The density of these microorganisms was between 6.2 &#215; 10<sup>4</sup> and 23 &#215; 10<sup>4</sup> CFU 100 mL<sup>−1</sup> in the reactor entrance. These microorganisms were weakly detected in the treated waters with very low and irrelevant count ranging from 34 to 59 CFU 100 mL<sup>−1</sup> (<xref ref-type="table" rid="table1">Table 1</xref>). Concerning Salmonella, Staphylococcus and Pseudomonas, our results show that treated grey waters were exempt from these pathogenic germs.</p></sec><sec id="s3_3"><title>3.3. Grey Wastewaters Effects on Soil Physicochemical Properties</title><p>The evolution of soil pH after irrigation with untreated (UWW) and treated (TWW) grey waters was followed for 60 days under ambient conditions.</p><p>The pH values of different samples were very close to those values of the control soil. Thus, small changes in pH were observed for UWW/soil and TWW/soil mixtures compared to the control soil that was slightly alkaline. TWW/soil mixture shows a remarkable pH decrease from 8.7 to 8.4 after 40 days of incubation and this value increases again until it reaches the initial control soil pH value. It should be noted that the optimum soil pH is between 6 and 7 and the majority of nutrients are assimilated by plants in this pH range. Similarly, soils with a pH of around 8 are usually still very productive and have good nutrient uptake (<xref ref-type="table" rid="table2">Table 2</xref>).</p><p>Monitoring the dissolved salt content by measuring the electrical conductivity in the different samples shows that the EC values increase going from TWW/soil mixture during the third (final) biological treatment step. However, the EC values were all below the inhibitory value (estimated at 2 mS∙cm<sup>−1</sup>) for sensitive crops (<xref ref-type="table" rid="table2">Table 2</xref>).</p><p>Water plays an important role, it is primarily a fundamental factor in soil formation and evolution and it is considered as a vector of nutrients and an essential element for plant life.</p><p>The monitoring of soil water retention capacity shows an increase in UWW/soil and TWW/soil mixtures in comparison to control soil. Indeed, the SWRC increases from 8.7% to 9.8% at the end of the experiment in TWW/soil mixture (<xref ref-type="table" rid="table2">Table 2</xref>).</p><p><xref ref-type="table" rid="table2">Table 2</xref> shows that SOM raised from 1.75% to 2.5% in the UWW/soil mixture at the end of the incubation. This can be explained by the richness of the raw grey waters in organic matter in comparison with the treated waters.</p><p>The evolution of TOC was followed throughout the incubation period. The results indicate a TOC decrease in the UWW/soil mixture during incubation. This can be explained by the mineralization of organic matter and the loss of carbon in volatile acids.</p><p>Total Kjeldhal nitrogen (TKN) content was increased especially in soil irrigated with UWW compared to the control soil. This is due to the existence of ammonia in the raw effluent in the form of N-NH<sub>4</sub><sup>+</sup>, but after biological treatment, the treated waters has low nitrogen levels.</p><p>The average total phosphorus (P) content of successive samples of control soil was 0.4%. Soil phosphorus content increased after addition of UWW (1.2%) and in lower level with TWW (1%) after 60 days of incubation (<xref ref-type="table" rid="table2">Table 2</xref>).</p><p>The content of soil potassium (K) differs from the mineralogical composition of the rock and the intensity of losses by export by leaching and/or erosion. The potassium content in the UWW/soil mixture was greater than the control soil (<xref ref-type="table" rid="table2">Table 2</xref>).</p></sec><sec id="s3_4"><title>3.4. Grey Wastewaters Effects on Soil Microbiological Properties</title><p>The microorganisms influence differently the structure and biological activity of the soil according to their types, their metabolism and their synthetic products.</p><p>The total mesophilic microflora enumerated in the control soil was relatively low (3.12 &#215; 10<sup>3</sup> CFU g<sup>−1</sup> dry soil). This may be due to the exceptional organic matter deficiency in Tunisians soils and the arid climate. During the incubation period, there has been a rise in the total number of germs witch increases to 5.5 &#215; 10&#179; CFU g<sup>−1</sup> dry soil and to 8.57 &#215; 10&#179; CFU g<sup>−1</sup> dry soil, with TWW and UWW respectively. This increase in mesophilic aerobic microflora could be explained by environmental enrichment in mineral nitrogen available to aerobic bacteria that are also active after irrigation and raw water soluble carbon also provided.</p><p>The enumeration of fungi (yeasts and moulds) show a remarkable increase with UWW (8 &#215; 10<sup>2</sup> CFU g<sup>−1</sup> dry soil) compared to the control soil (4.5 &#215; 10<sup>2</sup> CFU g<sup>−1</sup> dry soil). This could be explained by the fact that yeasts and moulds were more adapted to acidic conditions. Indeed, the richness of UWW in acidic compounds was favorable for the development of these germs. We also note the existence of these germs in the soil irrigated by TWW but with a lower number (3.8 &#215; 10<sup>2</sup> CFU g<sup>−1</sup> dry soil). The number of spore-forming bacteria in the control soil was about 2.8 &#215; 10<sup>2</sup> CFU g<sup>−1</sup> dry soil. As for other types of microorganisms, there was an increase of these bacteria in the UWW/soil mixture (5.5 &#215; 10<sup>2</sup> CFU g<sup>−1</sup> dry soil), followed by a decrease in the TWW/soil mixture (2.3 &#215; 10<sup>2</sup> CFU g<sup>−1</sup> dry soil). The enumeration of coliforms indicates the absence of such germs also in control soil and in waters/soil mixtures (<xref ref-type="fig" rid="fig1">Figure 1</xref>).</p></sec><sec id="s3_5"><title>3.5. Grey Wastewaters Effects on Seeds Germination and on Plants Growth</title><p>To assess the phytotoxicity of the untreated and treated wastewaters, germination tests were carried out. The evolution of germination index (GI) of Tomato and Alfalfa seeds over time in the presence of raw and treated wastewaters was followed on samples of 0, 15, 30 and 45 days soil incubation. Seeds germination was evaluated in comparison with a control irrigated with distilled water (Figures 2(a)-(b)).</p><p>The illustration of the GI evolution of Alfalfa and Tomato shows that GI has gradually increased over time for raw and treated grey waters. Then, for Tomato seeds, the GI reaches 140% and 170% respectively in UWW/soil and TWW/soil mixtures, after 45 days incubation. Same results were obtained with Alfalfa seeds, whose GI reaches 110% and 125%, respectively in UWW/soil and TWW/soil mixtures.</p><p>Grey waters effects on plants growth; Wheat (Triticum durum), Barley (Hordeum vulgare) and Sorghum (Sorghum bicolor) were investigated.</p><p>For Wheat, the levels of plants growth obtained show a slope after 60 days of incubation including UWW substrate. This slope was not observed in the case of control soil where the evolution of the size of Wheat plants essentially follows a straight low slope. At the end of the growth cycle, the final plants height stabilizes at 31 cm, 48 cm and 51 cm in control soil, UWW/soil and TWW/soil mixtures respectively (<xref ref-type="fig" rid="fig3">Figure 3</xref>(a)).</p><p>Regarding Barley plants, we note that at the beginning of the experiment, the growth was superior with raw and treated grey waters. In fact, after 60 days, we note that the plants height stabilizes at 32 cm in the control soil, whereas in the presence of UWW and TWW stabilizes at average heights of 45 and 47 cm respectively (<xref ref-type="fig" rid="fig3">Figure 3</xref>(b)). The positive effects were similar in Sorghum plants whose growth levels show more pronounced plants after 60 days with maximum plants height of 55 cm and 62 cm with UWW and TWW respectively (<xref ref-type="fig" rid="fig3">Figure 3</xref>(c)).</p><p>The number of leaves is proportional to the size of the plant as well as the length of the plant root. Generally these parameters are influenced by water stress and lack of nutrients. Indeed, we reported that a level change in</p><fig id="fig1"  position="float"><label><xref ref-type="fig" rid="fig1">Figure 1</xref></label><caption><title> Effects of grey waters on soil microflora (TMB: total mesophilic bacteria; F: fungi (yeasts and moulds); SFB: spore forming bacteria; C: coliforms)</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-9402523x6.png"/></fig><fig-group id="fig2"><label><xref ref-type="fig" rid="fig2">Figure 2</xref></label><caption><title> (a) Tomato (Lycopersicon esculentum) GIs (%) as a function of time in presence of wastewaters/soil mixtures and in comparison with control medium (C); (b) Alfalfa (Medicago sativa) GIs (%) as a function of time in presence of wastewaters/soil mixtures and in comparison with control medium (C).</title></caption><fig id ="fig2_1"><label>(b)</label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-9402523x7.png"/></fig><fig id ="fig2_2"><label></label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-9402523x8.png"/></fig></fig-group><p>the number of leaves similar to changes in plant height for the three tested species. In addition, we noticed the positive effect of the raw and treated grey waters on the growth of these plants species other than the brightly colored plants reflecting increased availability of nitrogen (main actor of chlorophyll synthesis).</p><p>In wheat specie, the total plant fresh weight that pushed in the presence of raw and treated grey waters was on average 1.46 g and 2.56 g respectively, while it does not exceed 0.51 g for control soil. For barley, and as discussed above, a significant increase in fresh weight was observed. Then, barley fresh weight increases from an average of 0.67 g in the control soil, to an average of 1.58 g and 2.31 g, in soil irrigated with untreated and treated waters respectively. These results have been proven in sorghum with improved fresh weight, dry weight and fresh weight/dry weight ratios in UWW/ soil and TWW/soil mixtures (data not shown).</p></sec></sec><sec id="s4"><title>4. Discussion</title><p>With increasing population and economic growth, treatment and safe disposal of wastewaters is essential to preserve public health and reduce intolerable levels of environmental degradation. In addition, adequate wastewaters management is also required for preventing contamination of water bodies for the purpose of preserving the sources of clean water.</p><p>In Mediterranean areas, the current accessibility to groundwater is low because of overexploitation of aquifers. Moreover, the quality of the available water is deteriorating [<xref ref-type="bibr" rid="scirp.56348-ref23">23</xref>] , and there is a need to find alternatives to satisfy</p><fig-group id="fig3"><label><xref ref-type="fig" rid="fig3">Figure 3</xref></label><caption><title> (a) Wheat plants growth evolution as a function of time in presence of wastewaters/soil mixtures and in comparison with soil control (SC); (b) Barley plants growth evolution as a function of time in presence of wastewaters/soil mixtures and in comparison with soil control (SC); (c) Sorghum plants growth evolution as a function of time in presence of wastewaters/soil mixtures and in comparison with soil control (SC).</title></caption><fig id ="fig3_1"><label>(b)</label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-9402523x9.png"/></fig><fig id ="fig3_2"><label>(c)</label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-9402523x10.png"/></fig><fig id ="fig3_3"><label></label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-9402523x11.png"/></fig></fig-group><p>this strong demand.</p><p>The treatment of urban wastewaters has been significant progress with the development of submerged biofiltration technology. Indeed, compared to conventional treatment methods, aerobic fixed-bed bioreactor has several advantages. It requires less space, provides high quality treated waters and allows better control of biological conditions [<xref ref-type="bibr" rid="scirp.56348-ref24">24</xref>] .</p><p>Our main objective in this work was to apply the technique of aerobic fixed bed reactor for the treatment of grey waters. This treatment was carried out in three successive stages. During the first stage of biological treatment, there is a 75% reduction of COD after 43 days of continuous treatment. During the second treatment period, the reduction of COD reaches 80% and after optimization of operational conditions (in the third treatment stage), the COD removal efficiency reached 84%.</p><p>Treated waters exhibit physicochemical and microbiological qualities. Then, based on our results, treated waters pH is in the right range and varies between 7.3 and 7.8, and these waters were exempt from pathogenic germs as Salmonella, Staphylococcus and Pseudomonas. That meet the required standards of World Health Organization (WHO) hat require microbiological pollution of used wastewaters must remain below 1000 coliforms 100 mL<sup>−1</sup> and 1 helminthe L<sup>−1</sup> [<xref ref-type="bibr" rid="scirp.56348-ref25">25</xref>] .</p><p>The best way to use treated wastewaters is in the irrigation of soils, which can relieve a great deal of pressure on fresh water resources [<xref ref-type="bibr" rid="scirp.56348-ref26">26</xref>] . Subsequently, in a second part of our work, we tried to evaluate the effects of the raw and treated grey wastewaters in soil and plants.</p><p>Our results found that wastewaters (raw and treated) does not lead to large changes in soil pH compared to control soil and stabilize at around 8 after 60 days of incubation. These pH levels provide a good nutrient uptake by plants. According to [<xref ref-type="bibr" rid="scirp.56348-ref26">26</xref>] , an acidic soil pH leads to a decrease of 18% of the microbial biomass. Such an observed increase in soil pH, following treated wastewaters irrigation, concurs with the findings of other authors [<xref ref-type="bibr" rid="scirp.56348-ref27">27</xref>] .</p><p>For the electrical conductivity, the contribution of raw or treated wastewaters increased soil salinity due to mineralization of organic constituents. This can be explained by the increase of the salts concentration that is due to organic matter mineralization and the evaporation of a certain volume of water within the reactor. However, the EC values were all below the inhibitory value (estimated at 2 mS∙cm<sup>−1</sup>) for sensitive crops [<xref ref-type="bibr" rid="scirp.56348-ref28">28</xref>] . According to [<xref ref-type="bibr" rid="scirp.56348-ref29">29</xref>] , organic fertilization contributes to the development of land affected by salinity.</p><p>The increase of soil water retention capacity is explained by the affinity of the organic matter to water (hydrophilic organic matter). [<xref ref-type="bibr" rid="scirp.56348-ref30">30</xref>] reported that the incorporation of organic matter in the soil increases the amount of retained water up to 30%.</p><p>The phosphorus (Pt) content increases with UWW after 60 days of incubation. Thus, from an agronomic point of view, increasing the phosphorus content of the soil enhances the availability of phosphate ions to the plant [<xref ref-type="bibr" rid="scirp.56348-ref31">31</xref>] .</p><p>The content of soil potassium (K) differs from the mineralogical composition of the rock and the intensity of losses by export by leaching and/or erosion [<xref ref-type="bibr" rid="scirp.56348-ref32">32</xref>] . The potassium content increases with UWW and TWW than the control soil. This increase in potassium content can be explained by the binding of K<sup>+</sup> ions from the mineralization of organic matter in the absorbing complex and decreased by the decrease in the cation exchange capacity by the degradation of organic matter [<xref ref-type="bibr" rid="scirp.56348-ref33">33</xref>] .</p><p>The microorganisms influence differently the structure and biological activity of the soil according to their types, their metabolism and their synthetic products [<xref ref-type="bibr" rid="scirp.56348-ref34">34</xref>] . Fungi have the ability to bind soil particles via several mechanisms (mechanical retention, adhesion by fungal glues…). Previous studies, concerning soils under long- term irrigation with untreated wastewaters, have reported an increase in soil microflora which can be attributed to the high contents of organic compounds in the applied wastewaters [<xref ref-type="bibr" rid="scirp.56348-ref32">32</xref>] [<xref ref-type="bibr" rid="scirp.56348-ref35">35</xref>] .</p><p>Moreover, the best germination indexes and crops growth were observed for UWW/soil and TWW/soil mixtures in comparison with control soil. In this way, many authors established that organic matter addition influences not only the soil physical properties, but also microbial activities and availability of plant nutrients [<xref ref-type="bibr" rid="scirp.56348-ref36">36</xref>] . In line with this, [<xref ref-type="bibr" rid="scirp.56348-ref37">37</xref>] showed that organic residue incorporation enhances soil sustainability, water movement and crops production.</p></sec><sec id="s5"><title>5. Conclusions</title><p>The uncontrolled disposal to the environment of municipal, industrial and agricultural liquid, solid, and gaseous wastes constitutes one of the most serious threats to the sustainability of human civilization by contaminating the water, land, and air and by contributing to global warming.</p><p>The treatment of urban wastewaters has been significant progress with the development of submerged biofiltration technology.</p><p>Grey waters treated by fixed-bed bioreactor exhibit physicochemical and microbiological qualities that meet the required standards for reuse in irrigation. Indeed, the COD removal efficiency reached 84%; the BOD<sub>5</sub> removal efficiency reached 91% and the treated waters pH was in the right range. Moreover, treated waters were exempt from pathogenic germs as Salmonella, Staphylococcus and Pseudomonas.</p><p>Our results found several variations in the soil properties as a result of irrigation with treated wastewaters. There was steadiness in soil pH, an increase in the soil water retention capacity and enhancement in soil autochthonous microflora count. No remarkable changes in soil organic carbon and microbial biomass carbon were seen due to the low organic carbon content of treated waters. On the other hand the best germination indexes and growth levels for tested plant species were observed in the presence of treated wastewaters.</p></sec><sec id="s6"><title>Acknowledgements</title><p>This work is carried out within the project CLARA (Capacity-linked water supply and sanitation improvement for Africa’s peri-urban and rural Areas; Contract # 265676; duration: 1.03.2011-28.02.2014), a collaborative project funded within the EU 7<sup>th</sup> Framework Programme, theme “Environment (including Climate Change)”. The CLARA team is grateful for the support.</p></sec><sec id="s7"><title>NOTES</title></sec></body><back><ref-list><title>References</title><ref id="scirp.56348-ref1"><label>1</label><mixed-citation publication-type="other" xlink:type="simple">Jhansi, S.C. and Mishra, S.K. (2013) Wastewater Treatment and Reuse: Sustainability Options. Consilience: The Journal of Sustainable Development, 10, 1-15.</mixed-citation></ref><ref id="scirp.56348-ref2"><label>2</label><mixed-citation publication-type="other" xlink:type="simple">Hamilton, A., Stagnitti, F., Xiong, X., Kreidl, S.L., Benke, K. and Maher, P. (2007) Wastewater Irrigation: The State of Play. Vadose Zone Journal, 6, 823-840. http://dx.doi.org/10.2136/vzj2007.0026</mixed-citation></ref><ref id="scirp.56348-ref3"><label>3</label><mixed-citation publication-type="other" xlink:type="simple">Angin, I., Yaganoglu, A.V. and Turan, M. (2005) Effects of Long-Term Wastewater Irrigation on Soil Properties. Journal of Sustainable Agriculture, 26, 31-42. http://dx.doi.org/10.1300/J064v26n03_05</mixed-citation></ref><ref id="scirp.56348-ref4"><label>4</label><mixed-citation publication-type="other" xlink:type="simple">WHO (2006) Wastewater Use in Agriculture. In: WHO Guidelines for the Safe Use of Wastewater, Excreta and Greywater, Vol. II, WHO, Geneva.</mixed-citation></ref><ref id="scirp.56348-ref5"><label>5</label><mixed-citation publication-type="other" xlink:type="simple">Alloway, B.J. (1995) The Origin of Heavy Metals in Soils. In: Heavy Metals in Soils, Chapman &amp; Hall, London, 38-57. http://dx.doi.org/10.1007/978-94-011-1344-1_3</mixed-citation></ref><ref id="scirp.56348-ref6"><label>6</label><mixed-citation publication-type="book" xlink:type="simple">McGrath, S.P. (1996) Effects of Heavy Metals from Sewage Sludge on Soil Microbes in Agricultural Ecosystems. In: Ross, S.M., Ed., Toxic Metals in Soil-Plants Systems, John Wiley &amp; Son, West Sussex, 247-274.</mixed-citation></ref><ref id="scirp.56348-ref7"><label>7</label><mixed-citation publication-type="book" xlink:type="simple">Lazarova, V. and Asano, T. (2005) Challenges of Sustainable Irrigation with Recycled Water. In: Lazarova, V. and Bahri, A., Eds., Water Reuse for Irrigation, Agriculture, Landscapes and Turf Grass, CRC Press, London, New York, 1-30.</mixed-citation></ref><ref id="scirp.56348-ref8"><label>8</label><mixed-citation publication-type="other" xlink:type="simple">Mekki, A., Dhouib, A. and Sayadi, S. (2009) Evolution of Several Soil Properties Following Amendment with Olive Mill Wastewater. Progress in Natural Science, 19, 1515-1521. http://dx.doi.org/10.1016/j.pnsc.2009.04.014</mixed-citation></ref><ref id="scirp.56348-ref9"><label>9</label><mixed-citation publication-type="journal" xlink:type="simple"><name name-style="western"><surname>Anderson</surname><given-names> T.H. </given-names></name>,<etal>et al</etal>. (<year>2003</year>)<article-title>Microbial Eco-Physiological Indicators to Assess Soil Quality. Agricultural Ecosystems</article-title><source> Environments</source><volume> 98</volume>,<fpage> 285</fpage>-<lpage>293</lpage>.<pub-id pub-id-type="doi"></pub-id></mixed-citation></ref><ref id="scirp.56348-ref10"><label>10</label><mixed-citation publication-type="other" xlink:type="simple">Keremane, G.B. and Mckay, J. (2008) Water Reuse Projects: The Role of Community Social Infrastructure. Water, 35, 35-39.</mixed-citation></ref><ref id="scirp.56348-ref11"><label>11</label><mixed-citation publication-type="other" xlink:type="simple">Mekki, A., Dhouib, A. and Sayadi, S. (2006) Changes in Microbial and Soil Properties Following Amendment with Treated and Untreated Olive Mill Wastewater. Microbiological Research, 161, 93-101. http://dx.doi.org/10.1016/j.micres.2005.06.001</mixed-citation></ref><ref id="scirp.56348-ref12"><label>12</label><mixed-citation publication-type="other" xlink:type="simple">Mohammad, M.J. and Mazahreh, N. (2003) Changes in Soil Fertility Parameters in Response to Irrigation of Forage Crops with Secondary Treated Waste Water. Communications in Soil Science and Plant Analysis, 34, 1281-1294. http://dx.doi.org/10.1081/CSS-120020444</mixed-citation></ref><ref id="scirp.56348-ref13"><label>13</label><mixed-citation publication-type="other" xlink:type="simple">Russan, M.J.M., Hinnawi, S. and Rousan, L. (2007) Long Term Effect of Wastewater Irrigation of Forage Crops on Soil and Plant Quality Parameters. Desalination, 215, 143-152. http://dx.doi.org/10.1016/j.desal.2006.10.032</mixed-citation></ref><ref id="scirp.56348-ref14"><label>14</label><mixed-citation publication-type="other" xlink:type="simple">Lado, M. and Ben-Hur, M. (2009) Treated Domestic Sewage Irrigation Effects on Soil Hydraulic Properties in Arid and Semiarid Zones: A Review. Soil and Tillage Research, 106, 152-163. http://dx.doi.org/10.1016/j.still.2009.04.011</mixed-citation></ref><ref id="scirp.56348-ref15"><label>15</label><mixed-citation publication-type="other" xlink:type="simple">Sierra, J., Marti, E., Montserrat, G., Crauanas, R. and Garau, M.A. (2001) Characterization and Evolution of a Soil Affected by Olive Oil Mill Wastewater Disposal. Science of the Total Environment, 279, 207-214. http://dx.doi.org/10.1016/S0048-9697(01)00783-5</mixed-citation></ref><ref id="scirp.56348-ref16"><label>16</label><mixed-citation publication-type="other" xlink:type="simple">Kjeldahl, J. (1883) Neue Methode zur Bestimmung des Stickstoffs in organischen Korpern [A New Method for the Determination of Nitrogen in Organic Matter]. Zeitschrift fur Analytische Chemie, 22, 366-382. http://dx.doi.org/10.1007/BF01338151</mixed-citation></ref><ref id="scirp.56348-ref17"><label>17</label><mixed-citation publication-type="other" xlink:type="simple">Knechtel, R.J. (1978) A More Economical Method for the Determination of Chemical Oxygen Demand. Journal of the Water Pollution Control Federation, May/June, 25-29.</mixed-citation></ref><ref id="scirp.56348-ref18"><label>18</label><mixed-citation publication-type="book" xlink:type="simple">Kandeler, E. (1995) Total Nitrogen. In: Schinner, F., Ohlinger, R., Kandeler, E. and Margesin, R., Eds., Methods in Soil Biology, Springer, Berlin, 406-408.</mixed-citation></ref><ref id="scirp.56348-ref19"><label>19</label><mixed-citation publication-type="other" xlink:type="simple">Yanko, W.A., Walker, A.S., Jackson, J.L., Libao, L.L. and Garcia, A.L. (1995) Enumerating Salmonella in Biosolids for Compliance with Pathogens Regulations. Water Environment Research, 67, 364-370. http://dx.doi.org/10.2175/106143095X131592</mixed-citation></ref><ref id="scirp.56348-ref20"><label>20</label><mixed-citation publication-type="other" xlink:type="simple">Murray, P.R., Baron, E.J., Jorgensen, J.H., Pfaller, M.A. and Yolken, R.H. (2003) Manual of Clinical Microbiology. 8th Edition, American Society of Microbiology, Washington DC.</mixed-citation></ref><ref id="scirp.56348-ref21"><label>21</label><mixed-citation publication-type="other" xlink:type="simple">Peredes, M.J., Moreno, E., Ramos-Cormenzana, A. and Martinez, J. (1987) Characteristics of Soil after Pollution with Waste Waters from Olive Oil Extraction Plants. Chemosphere, 16, 1557-1564. http://dx.doi.org/10.1016/0045-6535(87)90096-8</mixed-citation></ref><ref id="scirp.56348-ref22"><label>22</label><mixed-citation publication-type="other" xlink:type="simple">Zucconi, F., Forte, M., Monac, A. and De Beritodi, M. (1981) Biological Evaluation of Compost Maturity. Biocycle, 22, 27-29.</mixed-citation></ref><ref id="scirp.56348-ref23"><label>23</label><mixed-citation publication-type="other" xlink:type="simple">Al-Rashed, M.F. and Sherif, M.M. (2000) Water Resources in the GCC Countries: An Overview. Water Research Management, 14, 59-73.</mixed-citation></ref><ref id="scirp.56348-ref24"><label>24</label><mixed-citation publication-type="other" xlink:type="simple">Qian, Y.L. and Mecham, B. (2005) Long-Term Effects of Recycled Wastewater Irrigation on Soil Chemical Properties on Golf Course Fairways. Agronomy Journal, 97, 717-721. http://dx.doi.org/10.2134/agronj2004.0140</mixed-citation></ref><ref id="scirp.56348-ref25"><label>25</label><mixed-citation publication-type="other" xlink:type="simple">Lazarova, V. (1998) La reutilisation des eaux usees: Un enjeu de l’an 2000. L’Eau, L’Industrie, Les Nuisances, 212, 39-46.</mixed-citation></ref><ref id="scirp.56348-ref26"><label>26</label><mixed-citation publication-type="other" xlink:type="simple">Pescod, M.B. (1992) Wastewater Treatment and Use in Agriculture. Irrigation and Drainage. Paper No. 47, FAO, 118.</mixed-citation></ref><ref id="scirp.56348-ref27"><label>27</label><mixed-citation publication-type="other" xlink:type="simple">Bardgett, R.D. and Leemans, D.K. (1995) The Short-Term Effects of Cessation of Fertiliser Applications, Liming, and Grazing on Microbial Biomass and Activity in Reseeded Upland. Biology and Fertility of Soils, 19, 148-154. http://dx.doi.org/10.1007/BF00336151</mixed-citation></ref><ref id="scirp.56348-ref28"><label>28</label><mixed-citation publication-type="other" xlink:type="simple">Schipper, L.A., Williamson, J.C., Kettles, H.A. and Speir, T.W. (1996) Impact of Land Applied Tertiary-Treated Effluent on Soil Biochemical Properties. Journal of Environment Quality, 25, 1073-1077. http://dx.doi.org/10.2134/jeq1996.00472425002500050020x</mixed-citation></ref><ref id="scirp.56348-ref29"><label>29</label><mixed-citation publication-type="other" xlink:type="simple">Richards, T.L., Hamelers, H.V.M., Veeken, A. and Silva, T. (2002) Moisture Relationships in Composting Processes. Compost Science &amp; Utilization, 10, 286-302. http://dx.doi.org/10.1080/1065657X.2002.10702093</mixed-citation></ref><ref id="scirp.56348-ref30"><label>30</label><mixed-citation publication-type="other" xlink:type="simple">Henin, S., Fies, J.C. and Monnier, G. (1970) Le profil cultural: L’etat physique du sol et ses consequences agronomiques. Masson et C.I.E., 128.</mixed-citation></ref><ref id="scirp.56348-ref31"><label>31</label><mixed-citation publication-type="other" xlink:type="simple">Halilat, M.T., Dogar, M.A. and Adraoui, M. (1991) Effet de l’azote, du potassium et de leur interaction sur la nutrition du ble sur sol sableux du desert algerien. Revue Homme, Terre et Eaux, 30, 32-39.</mixed-citation></ref><ref id="scirp.56348-ref32"><label>32</label><mixed-citation publication-type="other" xlink:type="simple">Jastrow, J.D. and Miller, R.M. (1991) Methods for Assessing the Effects of Biota on Soil Structure. Agriculture, Ecosystems &amp; Environment, 34, 279-303. http://dx.doi.org/10.1016/0167-8809(91)90115-E</mixed-citation></ref><ref id="scirp.56348-ref33"><label>33</label><mixed-citation publication-type="other" xlink:type="simple">Sparling, G.P., Shepherd, T.C. and Kettles, H.A. (1992) Changes in Soil Organic C, Microbial C and Aggregates Stability under Continuous Maize and Cereal Cropping, and after Restoration to Pasture in Soils from the Manawatu Region, New Zealand. Soil and Tillage Research, 24, 225-241. http://dx.doi.org/10.1016/0167-1987(92)90089-T</mixed-citation></ref><ref id="scirp.56348-ref34"><label>34</label><mixed-citation publication-type="other" xlink:type="simple">Siebe, C. (1998) Nutrient Inputs to Soils and Their Uptake by Alfalfa through Long-Term Irrigation with Untreated Sewage Effluent in Mexico. Soil Use and Management, 14, 119-122. http://dx.doi.org/10.1111/j.1475-2743.1998.tb00628.x</mixed-citation></ref><ref id="scirp.56348-ref35"><label>35</label><mixed-citation publication-type="other" xlink:type="simple">Friedel, J.K., Langer, T., Siebe, C. and Stahr, K. (2000) Effects of Long-Term Waste Water Irrigation on Soil Organic Matter, Soil Microbial Biomass and Its Activities in Central Mexico. Biology and Fertility of Soils, 31, 414-421. http://dx.doi.org/10.1007/s003749900188</mixed-citation></ref><ref id="scirp.56348-ref36"><label>36</label><mixed-citation publication-type="other" xlink:type="simple">Dexter, A.R. (1988) Advances in Characterization of Soil Structure. Soil and Tillage Research, 11, 199-238. http://dx.doi.org/10.1016/0167-1987(88)90002-5</mixed-citation></ref><ref id="scirp.56348-ref37"><label>37</label><mixed-citation publication-type="other" xlink:type="simple">Piccolo, A., Pietramellara, G. and Mbagwu, J.S.C. (1997) Use of Humic Substances as Soil Conditioners to Increase Aggregate Stability. Geoderma, 75, 267-277. http://dx.doi.org/10.1016/S0016-7061(96)00092-4</mixed-citation></ref></ref-list></back></article>