Which one of the following is NOT a factor responsible for sewer corrosion?
Good ventilation
Sewer corrosion is a common issue in wastewater collection systems, often leading to the deterioration of pipes and structures. This corrosion is primarily caused by sulfuric acid ($H_2SO_4$) which forms from hydrogen sulfide ($H_2S$) gas. Understanding the factors that contribute to the production of $H_2S$ and its conversion to $H_2SO_4$ is key to identifying the causes of sewer corrosion.
Sewer corrosion is typically a biological process. In sewage, anaerobic bacteria can thrive in the absence of oxygen. These bacteria can convert sulfates present in the sewage into hydrogen sulfide ($H_2S$) gas. This gas is then released into the atmosphere above the sewage flow. Aerobic bacteria, specifically sulfur-oxidizing bacteria, live on the pipe walls above the water line. These bacteria convert $H_2S$ gas into sulfuric acid ($H_2SO_4$), which then attacks the material of the sewer pipe (like concrete or metal), causing corrosion.
Let's look at how the given options relate to sewer corrosion:
Based on the analysis of how each factor influences the formation of sulfuric acid, which is the primary cause of sewer corrosion, we can determine which factor is *not* responsible for causing corrosion. Low velocity, high temperature, and high BOD all contribute to the conditions that lead to increased $H_2S$ production and subsequent corrosion. Good ventilation, conversely, reduces the concentration of $H_2S$ and thus mitigates corrosion.
Therefore, good ventilation is NOT a factor responsible for sewer corrosion; it is a factor that helps prevent or reduce it.
Surface run off caused by rainfall which is conveyed through sewer is called _______.
A watershed of area 90 hectares has a runoff coefficient of 0.4. A storm of duration larger than the time of concentration of the water shed and of intensity 4.5 cm/hr creates a peak discharge of
What is the condition for maximum discharge through a circular channel section using Manning’s formula?
For a circular sewer running partially full, the proportionate wetted perimeter is given by:
The maximum discharge through a circular channel takes place when depth of flow is equal to: