1 / 14

Rational Method Problems

Rational Method Problems. Last 3 pages include reference info. needed to solve problems. Given 8.2 acre industrial plant 4.4 acres relatively flat lawn with a silt loam soil 2.8 acres of pavement 1.0 acres of roof surface Find Peak rate of runoff for this drainage area

dard
Download Presentation

Rational Method Problems

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Rational Method Problems Last 3 pages include reference info. needed to solve problems

  2. Given 8.2 acre industrial plant 4.4 acres relatively flat lawn with a silt loam soil 2.8 acres of pavement 1.0 acres of roof surfaceFindPeak rate of runoff forthis drainage area Use rainfall intensity of 2 iph q = CiA

  3. Given 1.5 acres in NJ 0.14 acres pavement 0.20 acres woodland 1.16 lawnSoil is ‘Silt loam’ Slope ranges from 0 to 5%FindPeak rate of runoff leaving the site at the southwest corner Use 10-year design storm q = CiA

  4. Given 95 acre drainage area in NJCompletely wooded Soil is ‘Silt loam’ Drainage area avg. slope = 6%Stream slope = 2% Hydraulically most remote point is ‘A’FindPeak rate of runoff needed to design a road culvert Use 50-year design storm q = CiA

  5. Recommended Runoff Coefficients, C

  6. Tc Nomographs Overland Flowp. 181 Channel Flowp. 182

  7. Rainfall Intensity Curvesfor NJ Rainfall Intensity (in/hr) Duration of Storm (min)

  8. ~Examples 11.6, 11.8, and 11.9

  9. Given 15 acre drainage area in Boston areaRunoff Coefficient, C = 0.30Time of Concentration, Tc=25 minutes100-year storm frequencyFind 1) The 10-, 25-, and 50-minute hydrographs2) The volume of runoff for each3) Assume the proposed development outflow for the 25-minute storm cannot exceed the predevelopment rate. Find the volume of storm water storage necessary if:C = 0.75 Tc = 15 minutes qmax = CCAiA qmax = CCAiA(DUR/Tc)

  10. CA Recommendations Hydrograph Types A & B Hydrograph Type C qmax = CCAiA qmax = CCAiA(DUR/Tc) Storm Frequency 2 to 10 25 50 100 CA 1.0 1.1 1.2 1.25 Note: C x CA must never exceed 1.0

  11. Rainfall Intensity CurvesforBoston Boston Rainfall Intensity (in/hr) (minutes) (hours) Duration of Storm

More Related