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Essay / Research Paper Abstract
This 12 page paper examines catch basins and how they are engineered. Catch basin design is explored. Bibliography lists 8 sources.
Page Count:
12 pages (~225 words per page)
File: RT13_SA715cth.rtf
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Unformatted sample text from the term paper:
created in conjunction with a larger building or land design. When creating a building, an environmental engineer is required to design as well as size drainage areas (Liptak & Liu,
2000). The engineer also has to consider the limitations of the permissible grade or slope (Liptak & Liu, 2000). The slope, as it respects all drainage areas, should be controlled
by particular limits, so that a hazardous situation is avoided (Liptak & Liu, 2000). For example, unpaved and paved areas outside of the buildings must have a catch basin or
sewer box (Liptak & Liu, 2000). This is so that drainage can occur; it is also the case that the point of grade in respect to the catch basins should
not be greater than six inches and the slope should be equivalent to one in over ten feet (Liptak & Liu, 2000). The number of service areas in total will
rely on the drop as it corners elevation of the surface drainage areas (Liptak & Liu, 2000). When paving the inside of a building, the engineer should make sure that
the minimum slope of one in over ten feet is something adhered to and that a maximum elevation drop should be made for three inches for each of the drainage
areas (Liptak & Liu, 2000). When designing a sewer, the surface drainage areas should be divided into areas which are based on the slope in addition to the drop in
terms of elevation (Liptak & Liu, 2000). The engineer must "segregate and run them to the proper sewer classification" (Liptak & Liu, 2000, p.108). Divided areas should be provided
with either a catch basin or sewer box (Liptak & Liu, 2000). The distinct sewer system has to be connected to the correct classified sewer and the outlet connection at
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