The line is already in place and its velocity is significantly less than 2 feet per second. This effect is increased by the change in slope since all the debris coming down the steep slope accumulates right there.
Does anyone know of a simple formula to be used for estimating debris deposits in a gravity sewer? I'm concerned about a specific location where there is a change in slope from a very steep slope to a mild slope. I have values for seddimentation in the same line upstream of this point (this...
Is there any basic formula to use to estimate debris deposits in a sewer? I'm concerned about a location where there is a change in slope from a very steep slope to a mild slope. I have values for seddimentation in the same line (with a different slope) at an upstream location.
UBC states that a guardrail is required on roofs "used for other than service of the building". Since service of the building is vague, is anyone aware of a definition for facilities used for the service of a building?
Has anybody had experience designing water rides for amusement parks? I am in the process of designing a wastewater pump station with an "ogee" ramp (for those who are familiar with this), and thought that some feedback from water rides would be helpful.
The main focus is...
