CWR4202_Hmwk_04_S2012

CWR4202_Hmwk_04_S2012 - available pipe size), calculate the...

Info iconThis preview shows pages 1–3. Sign up to view the full content.

View Full Document Right Arrow Icon
CWR 4202 – Hydraulics Spring 2012 Name____________________ Homework 4 (Due: Thursday, February 23) Figure 1 and Table 1 provide information for the design of a storm water drainage system that will convey the runoff from the three sub basins shown. Use the information provided in table 1 to determine the appropriate diameter for each pipe (assuming that the pipes flow full). Assume the pipes are concrete with a Manning’s Roughness Coefficient ( n ) of 0.013. Once the pipes have been sized (remember you should round up to the next commercially
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Background image of page 2
Background image of page 3
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: available pipe size), calculate the travel time of water flowing through each pipe for two conditions: pipe flowing full and for the specified design flowrate. Table 1. Pipe characteristics Pipe Flowrate (cfs) Length (ft) Slope (%) 1 20 500 1.0 2 21 400 1.2 3 56 500 0.9 Roughness Coefficient n = 0.0130 CWR 4202 Hydraulics Spring 2012 Figure 1. Plan view of storm water drainage system. Standard Storm Sewer Pipe Sizes...
View Full Document

This note was uploaded on 02/15/2012 for the course CWR 4202 taught by Professor Newman during the Fall '08 term at University of Florida.

Page1 / 3

CWR4202_Hmwk_04_S2012 - available pipe size), calculate the...

This preview shows document pages 1 - 3. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online