This preview has intentionally blurred sections. Sign up to view the full version.
View Full Document
Unformatted text preview: Use the Christensen experimental method for the depth. The graph for Christensen’s method can be approximated by the equation below. 0916 . 5003 . 1 6336 . 1 * 9655 . 2 3 + +  = Qfull Qactual Qfull Qactual Qfull Qactual Dfull Dactual Note: Remember that the minimum pipe diameter to be used in the sewers is 8” and the minimum velocity of the water in the pipes when flowing full is 2fps. If you work this problem in Excel, you can email me your spreadsheet but make sure the equations used are written somewhere in the spreadsheet and your work is very organized. 1 2 4 3 A B EL=130' EL= 110' EL= 150' EL= 130' EL= 122' EL= 86' EL = Elevation Figure 1. Sewer System Plan View Table 1. # of house connections to sewer system. Sewer Section Length of Section ft # of house connections per section 1 to A 11,000 600 2 to A 6,900 340 A to B 4,500 270 3 to B 8,000 310 B to 4 2,500 415...
View
Full
Document
This document was uploaded on 10/29/2011 for the course ENV 4601 at University of Florida.
 Spring '08
 Heaney

Click to edit the document details