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Title:Projektiranje manjše naprave za pripravo vode - proces sedimentacije
Authors:ID Razbornik, Stojan (Author)
ID Pehan, Stanislav (Mentor) More about this mentor... New window
Files:.pdf VS_Razbornik_Stojan_2016.pdf (3,40 MB)
MD5: F5B37A15B157F7D9616470194DF1844C
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FS - Faculty of Mechanical Engineering
Abstract:Sedimentacija z uporabo kemične koagulacije in flokulacije služi zmanjševanju povečane motnosti v surovi vodi za potrebe priprave pitne vode. V ta namen obstaja več različnih izvedb sedimentacij, ki so odvisne od suspendiranih delcev, ki se nahajajo v surovi vodi. Namen projektiranja sedimentacije je bil določiti glede na vhodne parametre in zahteve Ustrezno tehnično rešitev, ki bo zagotavljala optimalno sedimentacijo. Določiti velikost bazenov za Koagulacijo, Flokulacijo, Sedimentacijo z upoštevanjem zahtevane kapacitet in upoštevanjem zadrževalnih časov. Rezultati projektiranja se morajo kazati v visoki učinkovitosti procesa, kjer je potrebno zagotoviti motnost pod 1 NTU z omejenimi obratovalnimi in vzdrževalnimi stroški.
Keywords:Sedimentacija, koagulacija, flokulacija, motnost, odvečno blato, lamelni separator, surova voda, pitna voda
Place of publishing:Maribor
Publisher:[S. Razbornik]
Year of publishing:2016
PID:20.500.12556/DKUM-61728 New window
UDC:628.16.034(043.2)
COBISS.SI-ID:20281622 New window
NUK URN:URN:SI:UM:DK:Y7VIJ9IM
Publication date in DKUM:28.09.2016
Views:1701
Downloads:211
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FS
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Secondary language

Language:English
Title:Small water treatment system designing - sedimentation process
Abstract:Sedimentation with chemical coagulation and flocculation is used to reduce the increased turbidity of the raw water for the purposes of drinking water preparation. There are several different implementations of sedimentation, which are dependent on the total suspended particles, which are contained in the raw water. The purpose of sedimentation design was determined according to the input parameters and requirements appropriate technical solution that will ensure optimal sedimentation. Taking into account the required capacity and compliance with residence times the size of the reservoars for coagulation, flocculation, sedimentation could be determine,. The results of the design should be reflected in the high efficiency of the process, which is necessary to provide for turbidity below 1 NTU with limited operating and maintenance costs.
Keywords:Sedimentation, coagulation, flocculation, turbidity, redundant sludge, lamella sattler, raw water, potable water.


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