Chicago : Engineering and Contracting Pub. Co. · leaf 298
ally been assumed to be between 5 and 10minutes, according to the length and slope ofthe gutter and the class of paving and build-ing. It should be noted that when the aboveprocedure is applied to computing the criticaltime in a large trunk sewer, it is not necessarytd compute sizes of the… … ^ ^ ^3 *3r u3 <S ^ *£> cr3 g~ Q- Capacity inCuH fr5ec Fig. A—Graph of Kutters Formula. For computations of the velocity of flow, agraphical representation of Kutters formulawas used. The form of graph is shown inFig. 4, which was made for use with smallsewers. Two others were prepared, one…
Buildings
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
