My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD06423
CWCB
>
Floodplain Documents
>
Backfile
>
6001-7000
>
FLOOD06423
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 7:08:58 PM
Creation date
10/5/2006 2:16:44 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Basin
Statewide
Title
Preparation of Input Data for Automatic Computation of State-Discharge Relations at Culverts
Date
1/1/2000
Prepared By
Matthai, Stull, Davidian
Floodplain - Doc Type
Educational/Technical/Reference Information
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
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 />16 <br /> <br />TECHNIQUES OF WATER-RESOURCES INVESTIGATIONS <br /> <br />Systems Codes <br /> <br />welted perimeters. This is done by assign- <br />ing a separate subarea to the vertical section <br />when listing card 3, whether the vertical is <br />on the left side, right side, or both sides of <br />the subsection. Because a vertical line be- <br />tween two points has no area (no width) be- <br />tween the two points, the effect of this action <br />is to eliminate conveyance for the subarea <br />defined by the two points. <br /> <br />Nonstandard Conditions <br /> <br />The general computer program was not <br />designed to compute headwater elevations for <br />all conditions possible in the field. Do not <br />use the computer program if the entrance is <br />partly blocked by debris, ice, or snow, if <br />there is a break in slope within the culvert <br />barrel, or if the culvert has an alluvial nat- <br />ural bottom. Routing methods may be used <br />or assumptions made that are peculiar to the <br />site under study to determine the information <br />necessary for a stage-discharge relation. <br />For barrels that vary in size, use the mini- <br />mum section dimensions. <br /> <br />EXAMPLE <br /> <br />The following example of input and output <br />is for a 6-foot diameter corrugated-metal <br />pipe. 76.6 feet long with the inlet 0.99 foot <br />higher than the outlet, and an n of 0.025. <br /> <br />The input is the completed data form <br />(fig. 3). <br /> <br />The output or computer printout consists <br />of three parts. The first is a table of the <br />approach cross-section properties (fig. 4). <br />The second part is a table of the culvert bar- <br />rel properties (fig. 5), and the third is a tab- <br />ulation of discharges, headwater and tail water <br />elev~tions, depths, types of flow, and dis- <br />charge coefficients (fig. 6). <br /> <br />The output is a combination oi the compu- <br />tations for examples. 1. 3, 5- 8 in Bodhaine <br />(1 fH18). These data are used to derive the <br />p;tage-discharge relation plotted in figure 7. <br /> <br />MESSAGES <br /> <br />The- output sheets will occasionally haVe <br />nwsHagC's printed out. These will be of <br />tht'f"(> t~'pes: (a) systems codes, (b) input- <br />card errors, and (c) computational messages. <br />Messages in each of these categories are de- <br />scribed in detail below, along with explana- <br />tions and remedies. <br /> <br />Systems errors are those which res-uU <br />from job-control specifications or linlitations <br />involving the computer, and not the conlpuler <br />program or the input data cards. <br /> <br />One category of systems errors about <br />which something can be dOhe is that involving <br />the physical limits chosen on the job control <br />cards. The messages will appear in the job <br />statistics part of the printout in the first part <br />of the output, and give the reason for the job <br />not being completed. The most frequently <br />seen system completion codes are: <br /> <br />COMPLETiON CODE-SYSTEMo222...... <br />Explanation: The operator at the Computer <br />Center Divisibn has cancelled the job. Check <br />the estimated number of lines on the job card <br />to be certain this number has not been exceed.. <br />ed, thus aborting the computation. Estimate <br />the number of lines needed to be 200 times <br />the number of culverts, rounded up to the <br />next full thousand. <br /> <br />COMPLETION CODE-SYSTEMo322..... <br />Explanation: The time allotted to the job has <br />been exceeded. Increase the estimated TIME <br />parameter on the EXEC card. Use 2 minutes <br />for 1-25 culverts, and 3 m.inutes for 25-50 <br />culverts. <br /> <br />~ <br /> <br />COMPLETION CODE-SYSTEMo80A..... <br />Explanation: An insufficient amount of <br />core space necessary to run this program <br />has been requested. Increase the REGION <br />parameter on the EXEC earp to 90K. <br /> <br />A second category of systems errors and <br />messages shows up in the computational <br />phase of the program. These have to do with <br />underflow, overflow, divide checks, and <br />standard fixups, The stringent precomputa- <br />tion edit checks are designed to avoid the oc- <br />currence of these conditions. If, however, <br />such messages do appear in the output, the <br />reason may be that a card has been misread <br />or skipped. Check the aUnement of punched <br />holes on the cards, and be certain no cards <br />are bent, scratched, dog-eared, or marred. <br />Generally, messages of underflow, over- <br />flow, and divide checks should be referred <br />to the Computer Center Division specialist of <br />the terminal at which the job is submitted. <br /> <br />Input- Card Errors <br /> <br />Errors in this category will show up in the <br />
The URL can be used to link to this page
Your browser does not support the video tag.