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Last modified
1/26/2010 12:31:56 PM
Creation date
10/11/2006 10:34:40 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8143.600.10.A
Description
John Martin Reservoir - Operation Studies
State
CO
Basin
Arkansas
Water Division
2
Date
3/27/1962
Title
Report of Engineering Committee - Arkansas River Compact Administration
Water Supply Pro - Doc Type
Report/Study
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<br />. <br /> <br />. <br /> <br />. <br /> <br />CollIDIn 9 - Arkausas River at Lamar <br />D1scharge in second-feet at the gaging station at Lamar as <br />determined by the U. S. Geological Survey. <br /> <br />0. <br /> <br />N <br />QQ <br />~ <br />~olumn 10 - <br /> <br />Allowance is made for travel time of one day for water re- <br />leased from the reservoir to reach the Lamar gage or a one-day <br />lag. <br /> <br />Hyde Ditch Diversion <br />Diversion in second-feet from tabulation of daily diversions <br />as given by the Colorado Water Conservation Board. One-day <br />lag or time of travel from the dam to the diversion point of <br />the Hyde Ditch. <br /> <br />. <br /> <br />Column 11 - Outflow from Reach (11 <br />Discharge of the Arkansas River in second-feet below the diver- <br />sion point of the Hyde Ditch. <br /> <br />Computed by subtracting Column 10 from Column 9. <br /> <br />Column 12 - Colorado Demand Reach #1 <br />The "Demand," in second-feet, on John Martin Reservoir by <br />Colorado diversions in that section of the Arkansas River <br />between John Martin Dam and a point immediately below the <br />Hyde Ditch diversion point. <br /> <br />Computed by subtracting Column 11 from Column 8. <br /> <br />Column 13 - Outflow from Reach #2,Stateline Flow <br />Is the sum of the discharges in second-feet of the Arkansas <br />River near Coolidge and the Frontier Ditch near Coolidge as <br />determined by the U. S. GeOlogical Survey. <br /> <br />Allowance is made for travel time of three days for water re- <br />leased from the reservoir to reach the Statel1ne or a three-day <br />lag. <br /> <br />Column 14 - Colorado Demand Reach #2 <br />The "Demand," in second-feet, on John Martin Reservoir by <br />Colorado diversions in that section of the Arkansas River <br />between a point immediately below the Hyde Ditch diversion <br />point and the Stateline. <br /> <br />Computed by subtracting Column 13 from CollIDIn 11. ' <br /> <br />Column 15 - Total Colorado Demand <br />The "Demand," in second-feet, on John Martin Reservoir by all <br />Colorado diversions below the reservoir. <br /> <br />Computed by adding Column 12 to Column 14. <br /> <br />. <br /> <br />On days of no demand by Kansas, the total Colorado Demand is <br />equal to the outflow of John Martin Reservoir as given in <br />Column 8. <br /> <br />-2- <br /> <br />"'"- <br />
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