Temat: constructed wetland plant - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Ocena jakości oczyszczania ścieków bytowych w quasi technicznej instalacji zagrodowej typu IBMER na terenach górzystych
The quality of farm house-hold wastewater treatment in quasi-technical farmstead installation of IBMER model, in winter period on the mountainous terrain
Autorzy:: Jucherski, A.
Powiązania:: https://bibliotekanauki.pl/articles/238623.pdf
Data publikacji:: 2007
Wydawca:: Instytut Technologiczno-Przyrodniczy
Tematy:: oczyszczanie ścieków
obiekt gruntowo-roślinny
klimat
teren górzysty
oczyszczalnia zagrodowa
nitryfikacja
denitryfikacja
wastewater treatment
constructed wetland plant
mountainous climate
farm house-hold wastewater
nitrification
denitrification
ground-vegetable filtration media
Opis:: Przedstawiono wyniki dwuletnich (2005-2006) badań instalacji do oczyszczania ścieków bytowych o wydajności do 1 m3/d, koncepcji IBMER w Tyliczu, składającej się z 3.komorowego osadnika o pojemności czynnej 6 m3, urządzenia ze zraszanym złożem z granulatu ilasto-gliniastego (keramzyt) o powierzchni 2,5 m2 i stokowego złoża glebowo-darniowego o powierzchni 61 m2. Wskaźniki całorocznej skuteczności oczyszczania ścieków w tej instalacji - przy średnim dobowym dopływie 655 l - były znacząco wyższe od obowiązujących wymagań, a niekorzystne warunki zimowe wpływały ujemnie jedynie na efektywność usuwania azotu całkowitego. Średnie wartości wskaźników skuteczności zmniejszania wielkości i stężeń badanych składników zanieczyszczeń wynosiły: 97,9/97,9% BZT5; 94,3/89,2% ChZT; 97,2/99,5% N-NH4; 60,5/78,5% N-NC; 84,4/84,3% P-PO4 (zima/lato). Konieczne jest dalsze technologiczne doskonalenie urządzeń instalacji w celu zwiększenia efektywności denitryfikacji ścieków.
Paper described the results of two-year investigations (2005-2006) of the sewage treatment in single farm purifying installation of treatment output 1 m3 per day. The installation consists of 3 chamber settling tank of 6 m3 active capacity, the plant with sprinkled bed of light expanded clay aggregates (keramzit) of about 2.5 m2 surface and the slope soil-turf filtration bed of 61 m2 surface. The indices of all-year long wastewater treatment effectiveness in tested installation - at average wastewater inflow 655 I per day - were significantly higher than the compulsory requirements, and severe winter conditions affected only the efficiency of total nitrogen removal. Average indices of reducing pollutants quantity and concentration in treated wastewater amounted to: 97.9/97.9% - BOD; 94.3/89.2% - COD; 97.2/99.5% N-NH4; 60.5/78.5% Ntot; 84.4/84.3% P-PO4 (winter/summer). Further technological improvements of the installation would be necessary to increase the efficiency of sewage denitrification.
Źródło:: Problemy Inżynierii Rolniczej; 2007, R. 15, nr 2, 2; 51-60
1231-0093
Pojawia się w:: Problemy Inżynierii Rolniczej
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 2.

Tytuł:: Recent Progress of Phytoremediation-Based Technologies for Industrial Wastewater Treatment
Autorzy:: Yuliasni, Rustiana
Kurniawan, Setyo Budi
Marlena, Bekti
Hidayat, Mohamad Rusdi
Kadier, Abudukeremu
Ma, Peng Cheng
Imron, Muhammad Fauzul
Powiązania:: https://bibliotekanauki.pl/articles/2202323.pdf
Data publikacji:: 2023
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: aquatic plant
constructed wetland
environmental pollution
industrial wastewater
phytoremediation
Opis:: Phytoremediation is considered of a cost effective and environmentally friendly technology and has been used successfully for the remediation of soils and water contaminated with various pollutants. Specifically for full scale application to treat industrial wastewater, phytoremediation is used as sole technology for different types of wetlands. However, phytoremediation of polluted water in wetland type reactor has been mostly studied as black box. The method to measure the performance is only based on pollutant removal efficiency and there is very limited information available about of the pollutant removal mechanisms and process dynamics in these systems. Thus, the aim of this chapter was to briefly review basic processes of phytoremediation, its mechanisms and parameters, and its interaction between rhizo-remediation and microbe-plant. In addition, this chapter also elaborated phytoremediation challenges and strategies for full-scale application, its techniques to remove both organic and inorganic contaminants by aquatic plants in water, and some examples of applications in industries.
Źródło:: Journal of Ecological Engineering; 2023, 24, 2; 208--220
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 3.

Tytuł:: Optimization of Acetaminophen and Methylparaben Removal within Subsurface Batch Constructed Wetland Systems
Autorzy:: Mutar, Zahraa Hasan
Mohammed, Ahmed A.
Al-Baldawi, Israa Abdulwahab
Powiązania:: https://bibliotekanauki.pl/articles/2025734.pdf
Data publikacji:: 2021
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: phytoremediation
ornamental plant
constructed wetland
PPCPs
central composite design
Opis:: The response surface methodology accompanied by Central Composite Design (CCD) was employed in this study to optimize the Alternanthera spp-based phytoremediation process for the individual removal of acetaminophen and methylparaben. Two operational variables, including concentration (A) (20, 60,100 mg/L) and sampling time (B) (7, 14, 21, and 35 days) were involved in the study for removal efficiency (Y) as response. CCD had required a total of 18 experiments for each compound. Analysis of variance (ANOVA) was conducted to verify the adequacy of the proposed mathematical models and revealed good agreement with the experimental data. The observed R2 values (0.9732 and 0.9870), adjusted R2 (0.9620 and 0.9816) and predicted R2 (0.9383 and 0.9721) for AC and MP, respectively, indicated that the developed models were significant at the 95% probability level. Concentration factor was found to be insignificant in the mathematical models; in contrast, sampling time was found to be of a crucial role. The removal of AC and MP were 89.23% and 64.48% under optimum conditions of A = 100 mg/L and B = 35 days respectively. The validation test confirmed the predicted results obtained by Central Composite Design, as the removals achieved under optimum conditions were 91.04% and 59.17% for AC and MP, respectively, which were in good agreement with the results proposed by the theoretical design.
Źródło:: Journal of Ecological Engineering; 2022, 23, 1; 228-239
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 4.

Tytuł:: Fate and Transfer of Heavy Metals in Constructed Wetland Mesocosms Subjected Different Hydraulic Regime
Autorzy:: Mohammed, Alya A.
Al Chalabi, Ahmed S.
Sahei, Angham O.
Powiązania:: https://bibliotekanauki.pl/articles/2202285.pdf
Data publikacji:: 2022
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: constructed wetland
ferric dewatered sludge
heavy metals
hydraulic regime
plant
Opis:: A constructed wetland may consume different levels of pollution in different types of wastewater. The focus of this study was the removal of heavy metals (Pb, Cr, and Cd) by plants and their fate in constructed wetland mesocosms. With hydraulic regime manipulation, heavy metals were retained in the ferric dewatered sludge either by adsorption to the carboxylate groups and iron oxy-hydroxide under anaerobic conditions or by co-precipitation with iron oxy-hydroxide under aerobic conditions. Under anaerobic conditions, most heavy metals accumulate in the bottom layer and decrease when moving to the top one. In turn, under aerobic conditions, most of the heavy metals accumulate in the bottom and top layers. Plants play a minor role in heavy metal removal. About 16% of total heavy metals added to the ferric dewatered treatment sludge were taken up by plants. Roots accumulated roughly 64% of the total lead take up by plants, 66% of the chromium, and 63% of the cadmium, respectively, and passed 36%, 34%, and 37% of the aboveground tissues for harvesting. As a conclusion of this study, when constructed wetland is used, the role of hydraulic regime, substance used, and vegetation should not be ignored in the process of wastewater purification in constructed wetland.
Źródło:: Journal of Ecological Engineering; 2022, 23, 12; 44--49
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 5.

Tytuł:: Plant Diversity in a Constructed Wetland for Pollutant Parameter Processing on Leachate: A Review
Autorzy:: Arliyani, Isni
Tangahu, Bieby Voijant
Mangkoedihardjo, Sarwoko
Powiązania:: https://bibliotekanauki.pl/articles/1839587.pdf
Data publikacji:: 2021
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: constructed wetland
leachate
landfill age
installation site
plant diversity
phytotreatment
Opis:: The leachate from landfill constitutes high pollutant. The high pollutant content impacts the public and ecosystem health surrounding the landfill site. Therefore, it is essential to process the leachate first before its disposal to water body. Landfill leachate processing can be carried out using three processes, i.e., physical-chemical, biological, and a combination of those. A constructed wetland is currently considered as an environmentally friendly technology to tackle water pollution and leachate. Another advantage of a constructed wetland is the low operational cost and natural maintenance, so it can be a solution related to the cost, technical, and operating system problems of conventional processing. This article aimed to discover the characteristic differences of landfill leachate, constructed wetland installation position, and types of plants used in the constructed wetland. This article was written using the literature reviews from experimental studies on water processing with the same parameter for leachate and leachate processing. The literature review result shows that landfill leachate processing depends on different leachate characteristics. The toxic quality of landfill leachate was found through a toxicity test. Leachate treated by the physical-chemical process contains toxic and non-biodegradable organic substances. Hence, the physical-chemical methods should be applied at the beginning of the process and coupled with the biological method at the end of the process to improve the treatment quality. A constructed wetland with diverse plants was found to be more effective in biomass distribution, less prone to seasonal variations, and had a more diverse microbe population than the constructed wetland with a single plant.
Źródło:: Journal of Ecological Engineering; 2021, 22, 4; 240-255
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 6.

Tytuł:: Survey of plant species present on constructed wetlands in Opalenica municipality
Analiza i porownanie wybranych przydomowych oczyszczalni hydrofitowych na terenie Gminy Opalenica
Autorzy:: Zmirek, M
Gawronski, S.
Powiązania:: https://bibliotekanauki.pl/articles/81657.pdf
Data publikacji:: 2009
Wydawca:: Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:: plant species
constructed wetland
Wielkopolska region
Opalenica municipality
village
macrophyte species
small community
waste water treatment
rural community
environment protection
Źródło:: Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation; 2009, 41, 2; 143-152
0208-5771
Pojawia się w:: Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation
Dostawca treści:: Biblioteka Nauki

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