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WSP03634
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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 />. . . ~3"') <br />J~\o;.; s) <br /> <br />CONTENTS <br /> <br />Abstract---------------------------------------------------------------- <br />Introduction-----------------------------------------------------------~ <br />Purpose and scope-------------------------------------------------- <br />Approach------------------------------"---------------------------- <br />Interim exchange agreement----------------------------------------- <br />Acknowledgments---------------------------------------------------- <br />Description of study area----------------------------------------------- <br />Potential transit losses of transmountain return flow------------------- <br />Bank storage------------------------------------------------------- <br />Channel storage---------------------------------------------------- <br />Evaporation-------------------------------------------------------- <br />Transpiration------------------------------------------------------ <br />Inadvertent diversion---------------------------------------------- <br />Ground-water withdrawal-------------------------------------------- <br />Streamflow-routing model------------------------------------------------ <br />System of nodes and subreaches------------------------------------- <br />Model parameters--------------------------------------------------- <br />Aquifer hydraulics-------------------------------------------- <br />Channel hydraulics--------------------------------------.----- <br />Selection of stream-aquifer boundary condition---------------------. <br />Stage-discharge relations------------------------------------------ <br />Adequacy of system of nodes and subreaches------------------------- <br />Limitations of streamflow-routing model--------------.------------- <br />Model calibration and verification--------------------------------- <br />Selection of hydrographs of streamflow ----------------------- <br />Streamflow calibration---------------------------------------- <br />Streamflow verification----------~---------------------------- <br />Discussion of calibration and verification results------------ <br />Sources of error for streamflow-routing model---------------------- <br />Determination of transit losses------------~---------------------------- <br />Bank-storage loss-------------------------------------------------- <br />Initial bank-storage loss------------------------------------- <br />Initial bank-storage-loss adjustment factor------------------- <br />Return of bank-storage water---------------------------------- <br />Selection of recovery period---------------------------------- <br />Channel storage---------------------------------------------------- <br />Evaporation loss--------------------,------------------------------ <br />Sources of error for determination of transit losses--------------- <br />Application of transit-loss determinations------------------------------ <br />Data requirements-------------------------------------------------- <br />Method for computing daily transit loss---------------------------- <br />Example application------------------------------------------- <br />Comparison of results----------------------------------------- <br />Advantages and disadvantages of method-----------------~------ <br />Sources of error for application of transit-loss determinations---- <br />Limitations of study---------------------------------------------------- <br />Summary----------------------------------------------------------------- <br />References-------------------------------------------------------------- <br />Supplemental information------------------------------------------------ <br /> <br />iii <br /> <br />...; <br /> <br />Page <br />1 <br />1 <br />2 <br />4 <br />4 <br />5 <br />5 <br />8 <br />12 <br />13 <br />13 <br />13 <br />14 <br />14 <br />14 <br />14 <br />\'} <br />19 <br />21 <br />23 <br />25 <br />29 <br />29 <br />31 <br />32 <br />32 <br />35 <br />37 <br />39 <br />41 <br />41 <br />41 <br />59 <br />62 <br />65 <br />65 <br />72 <br />74 <br />76 <br />77 <br />79 <br />81 <br />85 <br />87 <br />87 <br />89 <br />90 <br />92 <br />95 <br /> <br />,.."" <br /> <br />.... <br /> <br />:(. <br /> <br />" <br />
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