The wastewater from rural areas or small agglomerations usually discharged in an unsuitable manner requires an appropriate treatment. The constructed wetland has revealed a great potential due to the good performance, reasonable investment and easier management. The aim of this article is to present the results of the adaptation period (45 days) of a substitute plant, Papyrus Cyperus, in the new environment. Investigations were carried out on a concrete vertical filter of 12 m2 filled with gravel available on the local market. Monitoring was provided mainly through two squares of 1 m2 each. The results were compared with a control square planted in natural soil. The filter and the control square were planted with a density of 3 plants / m2 and were fed by necessary water needs. At the completion of the adaptation phase, the density increased by 26 stems at each Square of the filter. The stems exceeded 1 m in height (Square 1: 110 cm ± 0.9, Square 2: 123.5 cm ± 0.7 and control Square: 113 cm ± 0.9). The mean perimeter exceeded 5 cm at the filter (square 1: 5.6 cm ± 0.5 and square 2: 5.5 cm ± 0.1) and almost 4 cm in the control square (3.7 cm ± 0, 2). The shoots reached during the last half of the adaptation period 20 shoots in the Squares of the filter and 16 shoots in the control square. It should be noted that the young stems are adapted quickly than the older ones. Papyrus Cyperus plants have completed this phase with good health (absence of disease symptoms) and organ development similar to control plants.
The wastewater from small communities and rural areas, usually discharged in an unsuitable manner, requires an appropriate treatment. The floating treatment wetland has revealed a great potential due to good performance, low cost and low maintenance means of improving water quality over a broad range of applications. The aim of this article was to present the results of the adaptation period (57 days) of a macrophyte plant "Cyperus papyrus" and its potential for treating wastewater generated by the campus of the National Office of Electricity and Drinking Water (ONEE) of Rabat. Two hydraulic retention times were applied: 2 and 4 days. Pilot experimental setups (two tanks) were installed: one tank where the macrophyte, being the subject of the study, was installed and the other served as a control. The macrophyte plants were suspended in floating mat, keeping the plant roots permanently in contact with the water and removing pollutants via several processes. During the adaptation of the plant which concerned four parameters: the evolution of the density, the height of the stems, the number of shoots as well as the state of health of the plants, a period of adaptation to the medium of implantation of fifty-seven days was observed. Along this adaptation phase, the results showed that: plant density increased from 9 to 29 units; the heights of the four identified stems of Cyperus papyrus increased from 15, 6, 11 and 8 cm to 73, 43, 30 and 24 cm, respectively; the appearance of 72 shoots and the plant has completed the adaptation phase in good health (absence of disease Symptoms). The treated water obtained from outlet and wastewaters were analyzed for various water quality parameters, such as Chemical Oxygen Demand (COD), Biological Oxygen Demand (BOD), and Suspended Solids (SS). The floating treatment wetlands system is able to remove 37.8% of COD; 47.6% of BOD 5 and 74.4% of SS for HRT of 2 days and 63.7% of COD; 78.4% of BOD 5 and 89.1% of SS for HRT of 4 days. Moreover, it was found that the purification efficiency in terms of these three pollution parameters is all the more important as the hydraulic retention time is high.
Wastewater treatment is a global environmental issue. In Morocco, 45% of wastewater is treated before its discharge. Their impact on the environment is further aggravated by the degradation or absence of the sewerage liquid system. The constructed wetlands are alternative systems for the treatment of wastewater. Therefore, the aim of this study was to evaluate period adaptation (60 days) of a substitute plant Renealmia alpinia, and its potential for treating wastewater generated by the campus of the National Office of Electricity and Drinking Water (ONEE) of Rabat. A pilot experimental setup (tank) was constructed. The pumping rate was adjusted to 0.7 m3 / h while the density of R. alpinia planting on the surface of the filter massif was 6 plants/m2. At the end of monitoring, planting density was superior of 30, and R.alpinia plants have completed this phase clearly without any disease symptoms present. The treated water obtained from outlet and wastewater were analysed for various water quality parameters such as Biological oxygen demand (BOD), Chemical oxygen demand (COD) and Suspended solids (SS). The vertical system is able to remove 49 % of BOD, 80 % of COD, 88 % of SS. The results obtained are within the permissible limits for domestic rejects according to National legislation of Morocco. Overall results demonstrated that the selected plant posses a high potential for treating wastewater, it could represent a sustainable and inexpensive biotechnological strategy for untreated wastewater.
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