My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD05499
CWCB
>
Floodplain Documents
>
Backfile
>
5001-6000
>
FLOOD05499
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:49:24 PM
Creation date
10/5/2006 1:36:26 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Basin
Statewide
Title
Urban Storm Runoff Inlet Hydrograph Study - Volume 5
Date
5/1/1975
Prepared By
Cheng-lung Chen
Floodplain - Doc Type
Flood Mitigation/Flood Warning/Watershed Restoration
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
113
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />the best.fit infiltration decay curve for a hypothetical <br />immediate ponding case, <br /> <br />The idealized rain inflltration process was <br />modeled by using the Richards equations and <br />appropriately prescribed initial and boundary condi- <br />tions. The computed infiltration rate by means of an <br />explicit finite-difference scheme exhibits oscillation <br />at the beginning of computation. However, a few <br />computer experiments did show that the computa. <br />tional oscillation was improved by the proper selec- <br />tion of a space-step (liz) size while still maintaining <br /> <br />the effiCiency and accuracy of the computation, <br />Error analysis showed that no divergence problem <br />occurred on the computed inftltration rate if the <br />space.step size (liz) was suitably selected, A best-fit <br />infiltration decay curve connecting the computed <br />points can be drawn for every r greater than Ks as <br />shown in Figures 8 through II, This curve will be <br />used to represent the "'theoretical" solution of the <br />rain infiltration problem and compared with results <br />to be obtained from existing algebraic infiltration <br />equations. Comparisons of various parametric infiltra. <br />tion models with this "theoretical" solution will be <br />made in the following section, <br /> <br />29 <br />
The URL can be used to link to this page
Your browser does not support the video tag.