My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP01635
CWCB
>
Water Supply Protection
>
Backfile
>
1001-2000
>
WSP01635
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:32:00 PM
Creation date
10/11/2006 10:34:56 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.400
Description
Colorado River Basin - Briefing Documents-History-Correspondence
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
10/1/1961
Author
CSU Civil Engineerin
Title
Analysis of Precipitation Data in the Upper Colorado River Basin
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
66
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 />000482 <br /> <br />29 <br /> <br />v. CONCLUSIONS AND RECOMMENDATIONS <br /> <br />A. CONCLUSIONS <br /> <br />A large mass of data have been prepared in <br />readily available form for computer analyses. <br />These data have been by no means exhaustively <br />treated in this study. <br /> <br />The availability of these "refined!' climato- <br />logical data makes it possible to use the probabi- <br />listic approach for short term (less than one year) <br />forecasts of precipitation events. <br /> <br />In nearly all of the precipitation data included <br />in this report I the mean or average values are <br />higher than the median values. This positive skew- <br />ness is typical of preCipitation data. particularly <br />in semi-arid areas. <br /> <br />This difference between the mean and me<lian <br />values means that in most cases the amounts of <br />precipitation that will be received 50 per cent of <br />the time will be less than the average amounts. <br />Therefore, the average amounts are somewhat mis- <br />leading because they will not be received 50 per <br />cent of the time. <br /> <br />Major storms are significant contributors to <br />runoff from the Upper Colorado River Basin. These <br />major storms can be identified from existing pre- <br />cipitation stations shortly after they occur. <br /> <br />The primary moisture sources of precipita- <br />tion in the Upper Colorado River Basin have been <br />identified as being from the northern Pacific in the <br />winter, southern Pacific in the fall, and from the <br />Gulf of Mexico in the summertime. <br /> <br />B. RECOMMENDATIONS <br /> <br />Further research should be accomplished to <br />explore different levels of "drop outs" as a means <br />of adjusting observed precipitation data to give ob- <br />served runoff. Studies such as the one described <br />in this report for the Gunnison River would be of <br />value, not only for the development of prediction <br />equations for seasonal runoff, but also as a means <br />for obtaining a better understanding of the physical <br />processes involved in the rainfall-runoff relation- <br />ship. <br /> <br />It is desirable to have additional observing <br />stations for precipitation at elevations higher than <br />6000 feet ros!. Because of the high evapotranspira- <br />tion amounts for elevations below 6000 feet msl in <br />the Upper Colorado River Basin, additional stations <br />belOW 6000 feet would be of questionable value. <br /> <br />In view of the importance of major storms t <br />particularly in the fall, it would be desirable to <br />conduct "bucket surveys" for major storms occur- <br />ring in the fall of the year. Such "bucket surveys" <br />would give a better measure of the total quantity of <br />precipitation that falls. This information should be <br />valuable in making estimates of runoff to be ex- <br />pected during the following spring season. <br /> <br />It is recommended that short-term planning <br />make use of the data that can be obtained from the <br />occurrence of major storms as they happen. For <br />example, if a major storm occurs in the fall of the <br />year, it is quite likely that additional runoff can be <br />expected the following spring. Conversely, if no <br />major storm occurs in the fall of the year, it is <br />likely that the amount of runoff to be expected the <br />following spring will be relatively low. This con- <br />cept should be of value in planning for the rrmoff. <br /> <br />Any future plans for attempting to increase <br />precipitation by artifical means must necessarily <br />consider the moisture source, and any operational <br />plans must be based on the primary sources of <br />preCipitation available. This means, for example, <br />that attempts at increasing precipitation in the <br />wintertime should exploit the availability of mois- <br />ture from the Pacific northwest. Conversely, any <br />attempt at weather modification that would plan to <br />use moisture from the same region in the summer- <br />time would likely be foredoomed to failure. Any <br />plan which would not recognize the di fferences <br />between moisture sources in any season would not <br />represent proper planning. <br /> <br />It is recommended that the present study be <br />considered only a beginning of a better under- <br />standing of the precipitation occurrences in the <br />Upper Colorado River Basin. Future work on this <br />subject will be of considerable value in gaining a <br />better understanding of the hydrologic process that <br />effect the economy of the Upper Colorado River <br />Basin. <br />
The URL can be used to link to this page
Your browser does not support the video tag.