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WSP09785
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Last modified
1/26/2010 2:55:49 PM
Creation date
10/12/2006 3:55:31 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8142.600.30.A
Description
Trinidad Project - Studies - Other Studies - Purgatoire river transit loss study
State
CO
Basin
Arkansas
Water Division
2
Date
1/1/1993
Author
USGS
Title
Evaluation of Streamflow Traveltime and Streamflow Gains and Losses Along the Lower Purgatoire River Southeastern Colorado 1984-1992
Water Supply Pro - Doc Type
Report/Study
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<br />() S 2.~1 <br /> <br />The availability and completeness of streamflow <br />data for tributary streams in the area varied seasonally <br />and spatially by river reach. Analysis of daily mean <br />streamflow data at two gaged tributaries in reach I <br />[sites Tl and T2 (fig. I)] from 1957-67 indicated that <br />tributaries had streamflow a large percentage of the <br />time, but tributary streamflow generally contributed less <br />than 10 percent of the mainstem streamflow (table 2). <br />Analysis of daily mean streamflow data at five gaged <br />tributaries in reach 2 [sites TI-T7 (fig. I)] from <br />1984--92 indicated that tributaries had streamflow <br />between 38 and 58 percent of the time, but contribu- <br />tions that exceeded 10 percent of mainstem flow <br />occurred infrequently (table 2). A large percentage <br />of the time, gaged tributary inflow in reaches I and 2 <br />contributed less than 10 percent of the mainstem <br />streamflow (table 2), indicating that these seven gaged <br />tributaries generally were not a source of substantial <br />streamflow (inflow) to the lower Purgatoire River. <br />Daily precipitation measured between 1984 and <br />1992 at National Weather Service stations in various <br />parts of the study area were checked for correlations <br />with tributary streamflow measured in reach 2; <br />the relation would have been used to adjust daily <br />streamflow contributions for the ungaged tributaries <br />in reaches I and 3. The correlation analysis indicated <br />that there were temporal and spatial differences in <br />daily precipitation among the collection sites in the <br />study area. Because of this variability affecting the <br />data, daily precipitation was not correlated closely <br />enough to estimate ungaged tributary streamflows or <br />to determine, with reasonable. accuracy, on which days <br />rainfall runoff occurred in a river reach. <br /> <br />srREAMFLOW TRAVELTIMES <br /> <br /> <br />Traveltime information is valuable in water- <br />resources management to determine when a reservoir <br />release or flood wave would arrive at a downstream <br />Idcation. In this study, traveltime information was <br />needed for time adjustments to the streamflow at the <br />ubstream site in a reach; these time adjustments were <br />used to improve the accuracy of estimates of stream- <br />flbw gain and loss. Hourly streamflow data collected <br />frOm 1990 to 1994 were used to evaluate the relation <br />of traveltime to streamflow at four river stations <br />[sites QI, Q2, Q3, and Q4 (fig. I)]. The estimates <br />of reach traveltime were derived by determining the <br />tiine, in hours, for distinguishable streamflow peaks <br />a~ the upstream site to arrive at the downstream site <br />(peak-to-peak traveltime). Suitable streamflow <br />hydrographs used in assessing traveltimes in a reach <br />consisted of periods of reasonably steady antecedent <br />streamflow, followed by a distinguishable increase <br />and decrease in streamflow. Hydrograph periods <br />were selected so that the ungaged inflows were <br />njinimal during the intervals used for analysis. <br />:tv,Iost of the hydrograph periods that were selected <br />for analysis included from 3 to 10 days of data. The <br />tracking of a specific streamflow peak down the lower <br />PUrgatoire River often was difficult because of large <br />fluctuations in streamflow that occurred due to large <br /><1lversions for irrigation and various ungaged return <br />flpws in a river reach. Traveltimes were not evaluated <br />oh a seasonal basis because the time-of-travel of <br />s\reamflow peaks within a river system is largely <br />dependent on discharge, antecedent streamflow <br />conditions, and the general morphology of the river. <br /> <br />Table 2. Percentage of time daily streamflow occurr/1d at selected tributary streams for the upper <br />and middle reaches of the study area, 1957~7 and 1984-92 <br />I <br /> <br />[Reach 1 extends from site Ql to site Q2 (see fig. 1) and includes ~o gaged tributaries, and reach 2 extends from <br />site Q2 to site Q3 (see fig. 1) and includes five gaged tributaries;~, greater than] <br /> <br />Season 1 <br /> <br />Reach 1 <br />(January 1957-December 1967) <br />Percentage of Percentage of time . <br />time tributary tributary atreamflow was <br />streamflow lesa than 10 percent of, <br />occurred malnatem streamflow i <br /> <br />Winter <br />Spring <br />Summer <br />Fall <br /> <br />71 <br />75 <br />78 <br />67 <br /> <br />91 <br />63 <br />68 <br />90 <br /> <br />Reach 2 <br />(January 1994-Decsmber 1992) <br />Percentags of Percsntags 01 time <br />time tributary tributary streamflow was <br />streamflow lesa than 10 percent of <br />occurred malnatem streamflow <br />58 >99 <br />58 99 <br />41 93 <br />38 >99 <br /> <br />IWinter is December-February, spring is March-May, su~er is June-August. fall is September-November. <br /> <br />14 Evaluation of Streamflow Traveltime and StreamflOW Gains and Losses along the Lower Purgatoire River, <br />Southeastern Colorado, 1964-92 <br />
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