My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
BOARD01275
CWCB
>
Board Meetings
>
Backfile
>
1001-2000
>
BOARD01275
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/16/2009 2:59:36 PM
Creation date
10/4/2006 6:52:27 AM
Metadata
Fields
Template:
Board Meetings
Board Meeting Date
9/22/2003
Description
ISF Section - Request for Approval of Policy Regarding RICDs
Board Meetings - Doc Type
Memo
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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 />Summary of Performance Index <br /> <br />1 <br /> <br />The Performance Index is a reasonable formula to evaluate whitewater or boating <br />course potential. The Performance Index is a product of the percentage slope and the <br />discharge for the RICD in question: <br /> <br />. <br /> <br />PI=((Hydraulic Drop/Boating Course Length) x Discharge) x 100 <br /> <br />Where: <br />The variables Hydraulic Drop and Boating Course Length are measured in the same units <br />(i.e. feet), and Discharge is measured in cubic feet per second (cfs). <br /> <br />Hydraulic Drop is the difference (in feet) between the water surface elevation just <br />upstream of the upstream control point and the water surface elevation at the <br />Downstream Section of No Hydraulic Impact. <br /> <br />The Boating Course Length (in feet) is defined along the RICD stream reach centerline <br />starting at the most upstream control point and continuing through the most <br />downstream control point that enhances and defines the RICD reach. Furthermore, the <br />Downstream Cross-Section of no Hydraulic Impact defines the downstream terminus of _ <br />the Boating Course Length.. - <br /> <br />Downstream Section of No Hydraulic Impact is. defined as the stream cross-section at <br />(or just downstream of) the RICD reach where river and hydraulic parameters such as <br />velocity, shear stress, channel width, channel depth, sinuosity, etc. are first returned to <br />the pre-project state. <br /> <br />The Performance Index has several advantag~s as it can determine the potential of an <br />undeveloped site and a developed site on an ecjual basis. It does not rely on subjective <br />judgments regarding the average conveyance w:idth. <br /> <br />The Performance Index takes into consideration enhancing hydraulic head by impounding <br />water at the start of the course in order to achieve more drop. The Performance Index <br />can be easily verified by field measurement and by computational hydraulics. <br /> <br />A Performance Index of 75 is considered as a minimum threshold of "a reasonable <br />recreational experience" for a destination-ol1iented boating course whereas a higher <br />index number such as 500, for example, can be considered to have "world class" <br />potential. As explained below, these numeric values reflect the Performance Indices . <br />that exist at "pay for" courses. <br /> <br />10 <br />
The URL can be used to link to this page
Your browser does not support the video tag.