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Możliwości i opłacalność wykorzystania ścieków szarych do nawadniania roślin

Nguyen T. H., Błażejewski R., Spychała M.

Inżynieria Ekologiczna

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2018

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Vol. 19, nr 6

80--86

PL

Celem badań była ocena wpływu użycia ścieków szarych (surowych i oczyszczonych) do nawadniania trawy (życica trwała, Lolium perenne), wyhodowanej na drobnym piasku, na przyrost biomasy w okresie 4 miesięcy. Zastosowano trzy rodzaje cieczy do nawadniania (woda wodociągowa, surowe ścieki szare i oczyszczone ścieki szare) w na dwóch poziomach dawek częściowych: niskim i wysokim (5 i 15 mm na tydzień), w dawkach całkowitych o wysokości 15, 25, 35 i 45 mm na tydzień. Ścieki surowe z pralki, kąpieli w wannie i mycia rąk charakteryzowały się następującymi wskaźnikami: ChZT - 247 ± 33 mg O2·dm-3, BZT5 - 81 ± 12 mg O2·dm-3, azot całkowity - 7,2 ± 0,9 mg N·dm-3 i fosfor całkowity - 4,7 ± 0,7 mg P·dm-3, zaś ścieki oczyszczone odpowiednio: 81 ± 12 mg O2·dm-3, 23 ± 6 mg O2·dm-3, 4,8 ± 0.9 mg N·dm-3, 2 ± 0,2 mg P·dm-3. Wyniki badań wykazały, że wzrost nadziemnej biomasy jest zależny od całkowitej dawki cieczy w zakresie 15 do 45 mm na tydzień. Średni przyrost biomasy trawy podlewanej wodą wodociągową, ściekami oczyszczonymi i ściekami surowymi dla dawki częściowej 5 mm na tydzień (w ramach dawek całkowitych 15-45 mm na tydzień) wyniósł 40,5 ± 7,5, 39,1 ± 7,3, 42,8 ± 6,0 mg s.m., odpowiednio, a dla dawki częściowej 15 mm na tydzień: 52,6 ± 7,8, 54,0 ± 7,5, 50,3 ± 9,2 mg s.m., odpowiednio. Różnica przyrostu suchej biomasy nawadnianej oczyszczonymi ściekami szarymi dawką częściową 5 mm na tydzień i dawką częściową 15 mm na tydzień (na korzyść tej wyższej) była większa niż dla pozostałych rodzajów cieczy; była też istotna statystycznie (p > 6%). Badania wykazały, że surowe i oczyszczone ścieki szare, mogą stanowić alternatywę dla wody wodociągowej w kontekście nawadniania trawnika, nie wywierając negatywnego wpływu na przyrost biomasy.

EN

The study was conducted on grass (Lolium perenne) grown on fine sand in pots to evaluate the effect of greywater reuse on total dry biomass of grass during 4 months. The experiment has been designed as full factorial with total water load: 15, 25, 35 and 45 mm·week-1. Three categories of irrigation water (tap water, treated greywater, raw greywater) were tested in conditional combination with two levels for each category that is the low and high level at 5 and 15 mm·week-1, respectively. The COD, BOD5, total nitrogen, total phosphorus is 247 ± 33 mg·dm-3, 81 ± 12 mg·dm-3, 7.2 ± 0.9 mg·dm-3, 4.7 ± 0.7 mg·dm-3 of raw greywater and 81 ± 12 mg·dm-3, 23 ± 6 mg·dm-3, 4.8 ± 0.9 mg·dm-3, 2 ± 0.2 mg·dm-3 of treated greywater, respectively. The results showed that the dry biomass yields increase when increasing total irrigation water dose from 15 to 45 mm·week-1. The dry biomass yields at 5 mm·week-1 share of tap water, treated greywater, or raw greywater in total irrigation water doses 15-45 mm·week-1 were equal to 40,5 ± 7,5, 39,1 ± 7,3, 42,8 ± 6,0 mg d.m. and at 15 mm·week-1 partial dose: 52,6 ± 7,8, 54,0 ± 7,5, 50,3 ± 9,2 mg d.m. per pot, respectively. The increase in dry biomass yield of grass irrigated with treated greywater (partial dose from 5 to 15 mm·week-1) was higher and more significant (p = 0.13, 0.06, 0.37) than in the two other cases. The study concludes that treated greywater, raw greywater can be a partial or complete replacement for tap water without compromising ryegrass biomass yield.

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Recovery of HCL from chloride leach solution of spent HDS catalyst by solvent extraction

Banda R., Nguyen T.H., Lee M.S.

Chemical and Process Engineering

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2013

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Vol. 34, nr 1

153--163

EN

In the present work, amine based extractant and its mixture with cationic and solvating extractants were tested for the extraction of HCl from chloride solution containing Al(III). The chloride feed solution resulted from the leaching of spent HDS (hydro-desulfurization) catalysts. For this purpose, amine extractants, such as TOA (trioctyl amine), Alamine 336 (a mixture of tri-octyl/decyl amine), Alamine 308 (tri-isooctyl amine), and TEHA (tri 2-ethylhexyl amine) were used and the extraction and stripping behavior of HCl was compared. The extracted HCl was easily stripped from loaded TEHA phase, when compared with the other tested tertiary amine system. Solvent extraction reaction of HCl by TEHA was determined from the extraction data. Unlike TOA and Alamine 336, adding cationic extractant to TEHA had negligible effect on the extraction and stripping of HCl. In our experimental ranges, no Al was extracted by amines and pure HCl was recovered. MaCabe-Thiele diagrams for the extraction and stripping of HCl by TEHA were constructed.

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Topography of the Moho and earth crust structure beneath the East Vietnam Sea from 3D inversion of gravity field data

Nguyen N.T., Nguyen T.H.

Acta Geophysica

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2013

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Vol. 61, no. 2

357--384

EN

The Moho depth, crustal thickness and fault systems of the East Vietnam Sea (EVS) are determined by 3D interpretation of satellite grav- ity. The Moho depth is calculated by 3D Parker inversion from residual gravity anomaly that is obtained by removing the gravity effects of sea- floor and Pre-Cenozoic sediment basement topographies from the free air anomaly. The 3D inversion solution is constrained by power density spectrum of gravity an omaly and seismic data. The calculated Moho depths in the EVS vary from 30-31 km near the coast to 9 km in the Central Basin. A map of the lithosphere extension factor in the Cenozoic is constructed from Moho and Pre-Cenozoic sediment basement depths. The fault systems constructed by the maximum horizontal gradient approach include NE-SW, NW-SE, and N-S oriented faults. Based on the interpretation results, the EVS is sub-divided into five structural zones which demonstrated the different characteristics of the crustal structure.