2016
DOI: 10.1016/j.egypro.2015.12.244
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An Experimental Approach Regarding the Sewage Self-Cleansing Conditions

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Cited by 7 publications
(5 citation statements)
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“…The water is pumped from the tank (1) towards the tank (5). This one is a free surface tank and from here we obtain a free surface flow through the main poly acrylate pipe from the tank (5) towards the tank (1). The flow rate is determined with an ultrasonic flow meter (6) and it may be varied using a regulation valve.…”
Section: Methodsmentioning
confidence: 99%
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“…The water is pumped from the tank (1) towards the tank (5). This one is a free surface tank and from here we obtain a free surface flow through the main poly acrylate pipe from the tank (5) towards the tank (1). The flow rate is determined with an ultrasonic flow meter (6) and it may be varied using a regulation valve.…”
Section: Methodsmentioning
confidence: 99%
“…Studies of our colleagues [1,2] regarded for instance the flow characteristics of artificially roughened channels simulating deposits on sewer pipes. Other studies where interested on the flow around bodies immersed near the free surface of the channel [3].…”
Section: Introductionmentioning
confidence: 99%
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“…Utilizing non-intrusive techniques, such as PIV measuring techniques, the heat exchange parameters for these types of interfaces might be characterized. There have already been research [14,15] employing PIV experimental studies or numerical approaches [16] concerning the flow pattern across rough surfaces in open channels with applicability to the turbulence raising techniques that can be utilized to improve the heat flux over an interface.…”
Section: Introductionmentioning
confidence: 99%
“…The deflection remarked in the existing assessment methods can be assigned to the subjective decision and not considering the influence of parameters on the output from the plant. [4] Iliescu et al [5] also focused on self-cleansing conditions which have to be satisfied in order to ensure the good exploitation of sewage system. They specified that the minimum velocity 0.7 ms -1 have to be ensured in order to maintain sewage self-cleansing, no matter the pipe diameter and material.…”
Section: Introductionmentioning
confidence: 99%