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Last modified
1/26/2010 12:51:21 PM
Creation date
10/11/2006 11:53:21 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8102.400
Description
Arkansas River Hydrology - Transmountain Diversions-Imports
State
CO
Basin
Arkansas
Water Division
2
Date
2/10/1998
Author
USGS
Title
Methods to Determine Transit Losses for Return Flows of Transmountain Water in Fountain Creek Between Colorado Springs and the Arkansas River-Colorado
Water Supply Pro - Doc Type
Report/Study
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<br />"., :'~ <br /> <br />":'. <br /> <br />.', <br />. .' <br /> <br />Figure 1. <br />2. <br /> <br />000234 <br /> <br /> <br />7-9. <br /> <br />10-12. <br /> <br />..... <br /> <br />13-16. <br /> <br />., <br />,. <br /> <br />18-'20. <br /> <br />,'., <br /> <br />:~ <br /> <br />FIGURES <br /> <br />3. <br /> <br />Map showing location of study area----------------------------- <br />Geologic cross section of Fountain Creek valley (modified from <br />Jenkins, 1964, pl. 2; cross-section trace shown in fig. 5).---- <br />Hydrograph of average daily streamflow at station 07105800 <br />Fountain Creek at Security, 1981 water year------------------ <br />Graph showing variation in annual streamflow at station <br />07105800 Fountain Creek at Security, 1965 through 1985 <br />water years-------------------------------------------------- <br />Map showing location of streamflow diversions along Fountain <br />Creek used in determination and application of transit loss-- <br />Map showing streamflow-gaging stations, nodes, subreaches, <br />and aquifer-test wells. along Fountain Creek used in <br />determination and application of transit losses-------------- <br />Graphs showing: <br />7. Relation between stream width and streamflow for <br />station 07105800 Fountain Creek at Security------------- <br />8. Initial and calibrated relations: A, between wave- <br />dispersion coefficient and streamflow, and 8, between <br />wave celerity and streamflow---------------------------- <br />9. Comparison of actual and theoretical stage-discharge <br />relations for station 07105800 Fountain Creek at <br />Security-------------~---------------------------------- <br />Hydrographs of simulated streamflow used for calibration <br />and recorded streamflow for: <br />10. Station 07105800 Fountain Creek at Security, <br />September 19-22, 1982---------------------------------- <br />11. Station 07106300 Fountain Creek near Pinon, <br />May 19-22, 1983---------------------------------------- <br />12. Station 07106500 Fountain Creek at Pueblo, <br />August 10-13, 1982------------------------------------- <br />Hydrographs of simulated streamflow used for verification <br />and recorded streamflow for: <br />13. Station 07105800 Fountain Creek at Security, <br />April 7-11, 1984----------------------------------~---- <br />14. Station 07106300 Fountain.Creek near Pinon, <br />June 22-25, 1983--------------------------------------- <br />15. Station 07106500 Fountain Creek at Pueblo, <br />August 19-22, 1983------------------------------------- <br />16. Station 07106300 Fountain Creek near Pinon, <br />July 10-14, 1982------~-------------------------------- <br />Graph showing sensitivity of simulated routed-streamflow <br />volume to transmissivity or storage coefficient------------- <br />Diagrams ot: <br />18. Ideal streamflow conditions during transportation of <br />transmountain return flows through a subreach---------- <br />19. Actual streamflow conditions during transportation of <br />transmountain return flows through a subreach---------- <br />20. Ideal I-day streamflow. conditions used to determine <br />transit losses .for transportation of transmountain <br />return. flows through a subreacb------------------------ <br /> <br />Page <br /> <br />3 <br /> <br />6 <br /> <br />7 <br /> <br />8 <br /> <br />9 <br /> <br />16 <br /> <br />22 <br /> <br />24 <br /> <br />28 <br /> <br />33 <br /> <br />34 <br /> <br />34 <br /> <br />35 <br /> <br />36 <br /> <br />36 <br /> <br />37 <br /> <br />40 <br /> <br />42 <br /> <br />43 <br /> <br />44 <br /> <br />4. <br /> <br />5. <br /> <br />6. <br /> <br />17. <br /> <br />iv <br />
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