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WSP05233
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Last modified
1/26/2010 2:17:29 PM
Creation date
10/12/2006 12:55:21 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8029
Description
Section D General Correspondence - Colorado Agencies (Alpha, not Basin Related)
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
10/4/1960
Author
Colo River Project
Title
CSU, Colorado Natural Resources - Dr Garnsey - Corres 1959-1962 - Western Resources Conference - Tentative Program
Water Supply Pro - Doc Type
Report/Study
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<br />. <br /> <br />. <br /> <br />. <br /> <br />GlJlJll;i <br /> <br />. <br /> <br />. <br /> <br />2. <br /> <br />With such an approach we can construct a so-called "synthetic hydrology" <br /> <br /> <br />for the Colorado River by relatively straightforward sampling methods. For <br /> <br /> <br />example, we have used a table of randarn numbers to instruct us which of the <br /> <br /> <br />forty years of record to use, and in which order. We mow the random number <br /> <br /> <br />table is applicable because of the fit of the normal curve. Thus, we have been <br /> <br /> <br />able to generate thousands of years of run-off, silnply from the forty years of <br /> <br /> <br />record. <br /> <br />It must be emphasized that these thousands of years of run-off are based <br /> <br /> <br />on two crucial assumptions: <br /> <br /> <br />1. That the conditions that applied to the river basin from <br /> <br /> <br />1929-1959, the years of our sample, are representative of <br /> <br /> <br />the conditions of the future; or, in other words, we are <br /> <br /> <br />assurn:iJlg a homogeneous and 1lllchanging universe. <br /> <br /> <br />2. That the river flows are not sequentially related through time, <br /> <br /> <br />but that they are randomly distributed through time. <br /> <br /> <br />If these assumptions hold, then we can generate thousands of years of <br /> <br /> <br />run-off and use these years to help us decide how to fill the Powell Reservoir, <br /> <br /> <br />and how to develop optL~ operating procedures on the river. <br /> <br /> <br />Vii th such an approach we are not improving our predictive ability. Vie <br /> <br /> <br />are silnply taking the run-ofi's for the past forty years and re-using them, but <br /> <br /> <br />in a random fashion. We are not puzzled by which year to start with, and <br /> <br /> <br />which year to end with. Moreover, we have many more years to use than just <br /> <br /> <br />the forty years. Finally, and most ilnportant, we are then able to make such <br /> <br /> <br />statements as the following: 90% of the time, the river flows will average <br /> <br /> <br />between x million acre feet and y million acre feet for a 10 year period; or for <br />
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