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System dynamic modelling to assess the influential factors affecting roughing filter and slow sand filter performance in treating culinary wastewater

The result's identifiers

  • Result code in 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>

  • Result on the web

    <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>

Alternative languages

  • Result language

    angličtina

  • Original language name

    System dynamic modelling to assess the influential factors affecting roughing filter and slow sand filter performance in treating culinary wastewater

  • Original language description

    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).

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    10511 - Environmental sciences (social aspects to be 5.7)

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2023

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Journal of Water Process Engineering

  • ISSN

    2214-7144

  • e-ISSN

    2214-7144

  • Volume of the periodical

    56

  • Issue of the periodical within the volume

    December 2023

  • Country of publishing house

    NL - THE KINGDOM OF THE NETHERLANDS

  • Number of pages

    11

  • Pages from-to

    104274

  • UT code for WoS article

    001082531100001

  • EID of the result in the Scopus database

    2-s2.0-85171484411