System dynamic modelling to assess the influential factors affecting roughing filter and slow sand filter performance in treating culinary wastewater
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61388971%3A_____%2F23%3A00578270" target="_blank" >RIV/61388971:_____/23:00578270 - isvavai.cz</a>
Výsledek na webu
<a href="https://www.sciencedirect.com/science/article/pii/S2214714423007948?via%3Dihub" target="_blank" >https://www.sciencedirect.com/science/article/pii/S2214714423007948?via%3Dihub</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.jwpe.2023.104274" target="_blank" >10.1016/j.jwpe.2023.104274</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
System dynamic modelling to assess the influential factors affecting roughing filter and slow sand filter performance in treating culinary wastewater
Popis výsledku v původním jazyce
This research aimed to determine the factors that influence the performance of a slow sand filter (SSF) equipped with a roughing filter (RF) as a pretreatment unit using system dynamic (SD) modelling. STELLA was used to model the system and predict the behavior pattern, as well as the system's performance in removing turbidity, total suspended solids (TSS), BOD, COD, and phosphate. SD modelling consisted of system identification, system model framework, model structure building, system modelling, verification, and validation. Two sub-models were obtained from the main model, consisting of the RF and SSF sub-models. Results showed that dissolved oxygen (DO) and the growth rate of microorganisms played significant roles in the parameter removal. Predicted result by SD modelling showed a good fit with actual run, suggesting that factors applied in the model building were adequate to exhibit the actual system. RF removed 80.5 %-85 % of turbidity and 70.63 %-85 % of TSS, while SSF removed 48.50 %-82.43 % of turbidity, 0.92 %-46.15 % of TSS, 1.65 %-65.45 % of BOD, 22.69 %- 65.22 % of COD, and 7.96 %-27.11 % of phosphate. Effluent after SSF was still having BOD and COD concentrations exceeding the governmental standard, in which increasing DO inlet and microorganism growth rate were simulated afterward. The scenarios used showed a positive impact on the removal of BOD and COD, resulting in an average concentration lower than the permissible limit (5 mg/L and 50 mg/L, respectively).
Název v anglickém jazyce
System dynamic modelling to assess the influential factors affecting roughing filter and slow sand filter performance in treating culinary wastewater
Popis výsledku anglicky
This research aimed to determine the factors that influence the performance of a slow sand filter (SSF) equipped with a roughing filter (RF) as a pretreatment unit using system dynamic (SD) modelling. STELLA was used to model the system and predict the behavior pattern, as well as the system's performance in removing turbidity, total suspended solids (TSS), BOD, COD, and phosphate. SD modelling consisted of system identification, system model framework, model structure building, system modelling, verification, and validation. Two sub-models were obtained from the main model, consisting of the RF and SSF sub-models. Results showed that dissolved oxygen (DO) and the growth rate of microorganisms played significant roles in the parameter removal. Predicted result by SD modelling showed a good fit with actual run, suggesting that factors applied in the model building were adequate to exhibit the actual system. RF removed 80.5 %-85 % of turbidity and 70.63 %-85 % of TSS, while SSF removed 48.50 %-82.43 % of turbidity, 0.92 %-46.15 % of TSS, 1.65 %-65.45 % of BOD, 22.69 %- 65.22 % of COD, and 7.96 %-27.11 % of phosphate. Effluent after SSF was still having BOD and COD concentrations exceeding the governmental standard, in which increasing DO inlet and microorganism growth rate were simulated afterward. The scenarios used showed a positive impact on the removal of BOD and COD, resulting in an average concentration lower than the permissible limit (5 mg/L and 50 mg/L, respectively).
Klasifikace
Druh
J<sub>imp</sub> - Článek v periodiku v databázi Web of Science
CEP obor
—
OECD FORD obor
10511 - Environmental sciences (social aspects to be 5.7)
Návaznosti výsledku
Projekt
—
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2023
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Journal of Water Process Engineering
ISSN
2214-7144
e-ISSN
2214-7144
Svazek periodika
56
Číslo periodika v rámci svazku
December 2023
Stát vydavatele periodika
NL - Nizozemsko
Počet stran výsledku
11
Strana od-do
104274
Kód UT WoS článku
001082531100001
EID výsledku v databázi Scopus
2-s2.0-85171484411